Pub Date : 2025-10-22DOI: 10.1007/s12517-025-12360-9
Çağrı Aldı, Olgay Yaralı
This study investigated the effects of mineralogical and petrographic properties of 11 coal surrounding rock samples (sandstone and siltstone) from the Zonguldak Basin on their grindability and excavability. The average grain sizes of abrasive minerals and textural strength coefficient values were determined through petrographic analysis. The Hardgrove Grindability Index (HGI) and Bond Work Index (BWI) tests were conducted to evaluate grindability and excavability, respectively. Strong correlations were established between petrographic parameters and mechanical properties. BWI showed R2 values of 0.89 and 0.51 with grain size (d) and Textural Strength Coefficient (TSC), respectively, while HGI demonstrated R2 values of 0.77 and 0.66 with the same parameters. As grain size increased from 0.07 to 0.67 mm, HGI values decreased from 112.1 to 65.0, and BWI values increased from 13.23 to 21.08 kWh/t. These findings provide the first comprehensive correlation analysis between petrographic characteristics and energy-based excavation indices for coal surrounding rocks in the Zonguldak Basin, offering valuable insights for mining operations and equipment selection.
研究了宗乌尔达克盆地11个煤围岩(砂岩和粉砂岩)的矿物学和岩石学性质对其可磨性和可采掘性的影响。通过岩石学分析确定了磨料矿物的平均粒度和结构强度系数值。采用Hardgrove磨削指数(HGI)和Bond Work Index (BWI)试验分别评价了岩石的可磨性和可挖性。岩石学参数与力学性能之间存在较强的相关性。BWI与晶粒尺寸(d)和织构强度系数(TSC)的R2分别为0.89和0.51,HGI在相同参数下的R2分别为0.77和0.66。随着晶粒度从0.07 mm增加到0.67 mm, HGI值从112.1降低到65.0,BWI值从13.23增加到21.08 kWh/t。研究结果首次全面分析了宗宗达盆地煤围岩岩相特征与能量挖掘指标之间的相关性,为煤围岩的开采作业和设备选择提供了有价值的见解。
{"title":"Investigation of the effect of mineralogical and petrographic properties of coal surrounding rocks in the zonguldak basin on grindability and excavability","authors":"Çağrı Aldı, Olgay Yaralı","doi":"10.1007/s12517-025-12360-9","DOIUrl":"10.1007/s12517-025-12360-9","url":null,"abstract":"<div><p>This study investigated the effects of mineralogical and petrographic properties of 11 coal surrounding rock samples (sandstone and siltstone) from the Zonguldak Basin on their grindability and excavability. The average grain sizes of abrasive minerals and textural strength coefficient values were determined through petrographic analysis. The Hardgrove Grindability Index (HGI) and Bond Work Index (BWI) tests were conducted to evaluate grindability and excavability, respectively. Strong correlations were established between petrographic parameters and mechanical properties. BWI showed <i>R</i><sup>2</sup> values of 0.89 and 0.51 with grain size (d) and Textural Strength Coefficient (TSC), respectively, while HGI demonstrated <i>R</i><sup>2</sup> values of 0.77 and 0.66 with the same parameters. As grain size increased from 0.07 to 0.67 mm, HGI values decreased from 112.1 to 65.0, and BWI values increased from 13.23 to 21.08 kWh/t. These findings provide the first comprehensive correlation analysis between petrographic characteristics and energy-based excavation indices for coal surrounding rocks in the Zonguldak Basin, offering valuable insights for mining operations and equipment selection.</p></div>","PeriodicalId":476,"journal":{"name":"Arabian Journal of Geosciences","volume":"18 11","pages":""},"PeriodicalIF":1.827,"publicationDate":"2025-10-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145352331","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-10-22DOI: 10.1007/s12517-025-12356-5
Dipendu Pal, Manjari Bhattacharji
The present research work aims to document the changes in channel planform and morphology consequent to the commissioning of Mukutmanipur dam on the Kangsabati river in 1974 using a temporal database consisting of district maps, topographical sheets of the Survey of India, and landsat images for the period 1921–2018. The data sets have been analyzed using various GIS techniques, mapping, and field investigation. For assessing the changes, the stretch of the channel under investigation has been divided into three reaches and 24 segments. The results highlight the significant impact of the dam on each and every parameter of the study. The entire channel sinuosity index (SI) increased to 1.80 in the post-dam year (1988) from 1.72 in the pre-dam year (1921). Similarly, the braiding index (BI) value and B-W ratio of the entire channel increased to 1.75 and 2.35 in the post-dam years 1988 and 1978, respectively. So, the impact is noted immediately after the commissioning of the dam, particularly in the alluvial tract of the river, while bedrock tracts of the river remain unaffected. No significant changes in the selected planform parameters are noted thereafter. Hence, the downstream impact of the dam is seemingly short-lived. The study area is located in a densely populated area of west Bengal, where the marginalized people are dependent on various river-based economic activities. Therefore, a thorough study of the regional regime of river dynamic processes becomes essential. From this perspective, such a study is highly significant.
{"title":"Impact of dam on downstream channel planform and morphology: case of Mukutmanipur dam on Kangsabati river, Eastern India","authors":"Dipendu Pal, Manjari Bhattacharji","doi":"10.1007/s12517-025-12356-5","DOIUrl":"10.1007/s12517-025-12356-5","url":null,"abstract":"<div><p>The present research work aims to document the changes in channel planform and morphology consequent to the commissioning of Mukutmanipur dam on the Kangsabati river in 1974 using a temporal database consisting of district maps, topographical sheets of the Survey of India, and landsat images for the period 1921–2018. The data sets have been analyzed using various GIS techniques, mapping, and field investigation. For assessing the changes, the stretch of the channel under investigation has been divided into three reaches and 24 segments. The results highlight the significant impact of the dam on each and every parameter of the study. The entire channel sinuosity index (SI) increased to 1.80 in the post-dam year (1988) from 1.72 in the pre-dam year (1921). Similarly, the braiding index (BI) value and <i>B-W</i> ratio of the entire channel increased to 1.75 and 2.35 in the post-dam years 1988 and 1978, respectively. So, the impact is noted immediately after the commissioning of the dam, particularly in the alluvial tract of the river, while bedrock tracts of the river remain unaffected. No significant changes in the selected planform parameters are noted thereafter. Hence, the downstream impact of the dam is seemingly short-lived. The study area is located in a densely populated area of west Bengal, where the marginalized people are dependent on various river-based economic activities. Therefore, a thorough study of the regional regime of river dynamic processes becomes essential. From this perspective, such a study is highly significant.</p></div>","PeriodicalId":476,"journal":{"name":"Arabian Journal of Geosciences","volume":"18 11","pages":""},"PeriodicalIF":1.827,"publicationDate":"2025-10-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145352412","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The study has been planned to project the climate change under different SSP scenarios by evaluating the performance of different bias removal methods for the Ludhiana district situated in central region of Punjab using sACCESS-CM2 model. For this purpose, the daily global data for maximum temperature, minimum temperature and rainfall by the end of twenty-first century were downloaded from NASA Earth Exchange Global Daily Downscaled Projections (NEX-GDDP-CMIP6) using outputs of ACCESS-CM2 model under four SSP scenarios (SSP 126, SSP 245, SSP 370 and SSP 585) which was further extracted for the for Ludhiana district of Punjab using the GIS software. The bias correction was performed by dividing the observed and model climate data into calibration and validation sets. The bias correction of extracted model data (maximum temperature, minimum temperature and rainfall) was done by developing correction functions (using a model and observed data from (Meinshausen, and Meinshausen, 1970) to 2000) from different bias correction methods. These correction functions were used to correct the model data from 2001–2023 which was validated against the observed data for same period. Thereafter, statistical evaluation of these methods was done to check the performance and efficiency in improving the accuracy of climate projections. The best bias correction method was selected for further correction of future data under different scenarios. The results indicated that performance of the linear scaling method was good than other methods as indicated by less error and more efficiency values. It was followed by quantile mapping and difference method. The projections showed that maximum temperature projected to rise significantly under future SSP scenarios, with SSP585 showing more annual increase of 3.1 °C compared to SSP126 (+ 2 °C). Among the different seasons, the maximum temperature during kharif, rabi, monsoon, winter, pre-monsoon and post monsoon seasons are expected to rise under different scenarios by 2.7 to 4.1 °C, 2.5 to 3.4 °C, 3 to 4.4 °C, 0.9 to 1.9 °C, 1.6 to 3.1 °C and 1.8 to 2 °C, respectively under the different climate change scenarios. Monthly trends indicate notable increases in summer months, particularly in June 4.3 °C and September 4.3 °C and winter months showing 3.6 to 3 °C rise. Minimum temperature shows projected rise with SSP585 showing more annual increase 4.2 °C compared to SSP126 2.7 °C. Among the different seasons, the minimum temperature during kharif, rabi, monsoon, winter, pre-monsoon and post monsoon seasons are expected to rise under different scenarios by 3.3 to 5 °C, 1.9 to 3.3 °C, 3.7 to 5.4 °C, 1.7 to 3.3 °C, 1.9 to 3.5 °C and 2.6 to 3.8 °C respectively under the different climate change scenarios. Monthly trends indicate notable increases in summer months, particularly in June 4.3 °C and September 4.6 °C and winter months showing 3 to 3.2 °C rise. Rainfall is projected to increase with SSP58
{"title":"CMIP6 model-based projections in temperature and rainfall for Ludhiana district of Punjab, India","authors":"Jaspreet Singh, Navneet Kaur, Sukhjeet Kaur, Prabhjyot-Kaur, Raj Setia","doi":"10.1007/s12517-025-12349-4","DOIUrl":"10.1007/s12517-025-12349-4","url":null,"abstract":"<div><p>The study has been planned to project the climate change under different SSP scenarios by evaluating the performance of different bias removal methods for the Ludhiana district situated in central region of Punjab using sACCESS-CM2 model. For this purpose, the daily global data for maximum temperature, minimum temperature and rainfall by the end of twenty-first century were downloaded from NASA Earth Exchange Global Daily Downscaled Projections (NEX-GDDP-CMIP6) using outputs of ACCESS-CM2 model under four SSP scenarios (SSP 126, SSP 245, SSP 370 and SSP 585) which was further extracted for the for Ludhiana district of Punjab using the GIS software. The bias correction was performed by dividing the observed and model climate data into calibration and validation sets. The bias correction of extracted model data (maximum temperature, minimum temperature and rainfall) was done by developing correction functions (using a model and observed data from (Meinshausen, and Meinshausen, 1970) to 2000) from different bias correction methods. These correction functions were used to correct the model data from 2001–2023 which was validated against the observed data for same period. Thereafter, statistical evaluation of these methods was done to check the performance and efficiency in improving the accuracy of climate projections. The best bias correction method was selected for further correction of future data under different scenarios. The results indicated that performance of the linear scaling method was good than other methods as indicated by less error and more efficiency values. It was followed by quantile mapping and difference method. The projections showed that maximum temperature projected to rise significantly under future SSP scenarios, with SSP585 showing more annual increase of 3.1 °C compared to SSP126 (+ 2 °C). Among the different seasons, the maximum temperature during <i>kharif</i>, <i>rabi</i>, monsoon, winter, pre-monsoon and post monsoon seasons are expected to rise under different scenarios by 2.7 to 4.1 °C, 2.5 to 3.4 °C, 3 to 4.4 °C, 0.9 to 1.9 °C, 1.6 to 3.1 °C and 1.8 to 2 °C, respectively under the different climate change scenarios. Monthly trends indicate notable increases in summer months, particularly in June 4.3 °C and September 4.3 °C and winter months showing 3.6 to 3 °C rise. Minimum temperature shows projected rise with SSP585 showing more annual increase 4.2 °C compared to SSP126 2.7 °C. Among the different seasons, the minimum temperature during <i>kharif</i>, <i>rabi</i>, monsoon, winter, pre-monsoon and post monsoon seasons are expected to rise under different scenarios by 3.3 to 5 °C, 1.9 to 3.3 °C, 3.7 to 5.4 °C, 1.7 to 3.3 °C, 1.9 to 3.5 °C and 2.6 to 3.8 °C respectively under the different climate change scenarios. Monthly trends indicate notable increases in summer months, particularly in June 4.3 °C and September 4.6 °C and winter months showing 3 to 3.2 °C rise. Rainfall is projected to increase with SSP58","PeriodicalId":476,"journal":{"name":"Arabian Journal of Geosciences","volume":"18 11","pages":""},"PeriodicalIF":1.827,"publicationDate":"2025-10-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145352488","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-10-22DOI: 10.1007/s12517-025-12365-4
Abhijeet Das
Water is the most important requirement for any living thing's survival and nourishment. Sustainable surface water development stands out as a contemporary problem for rising worldwide populations, particularly in pressured riverine arid and semi-arid regions. The inhabitants of the Mahanadi Basin settlement depend only on surface water for household and agricultural needs due to groundwater scarcity and contamination. In this current investigation, sixteen water quality parameters and a total of nineteen surface water testing locations were collected and used as the dataset. The research spans a three-year (2021–2024) evaluation of water quality. However, resource management and environmental sustainability are greatly impacted by the rapid changes in land use and urbanization, especially in developing nations. Faster and cheaper control is required due to the real-world impact of low water quality. With this motivation, the present study therefore intends to examine the surface water’s physicochemical and geochemical composition for domestic and agricultural suitability using integrated approaches such as the geographical information system (GIS), drinking water quality index (D-WQI), entropy (E/X)-WQI, stepwise weight assessment ratio analysis (SWARA/I)-WQI, WASPAS (weighted aggregated sum product assessment)—TOPSIS (technique for order of preference by similarity to ideal solution), symbolized as (WT), and machine learning (ML) techniques such as random forest (RF), support vector machine (SVM), and extreme gradient boosting (XGBoost) models. Additionally, this study examines the spatiotemporal dynamics of land use land cover (LULC) from 2021 and projects trends to 2024. The pH of water samples was slightly alkaline at all locations. The concentration of cations and anions in water was in the order of Ca2+ > Mg2+ > Na+ > K+, and Cl− > SO42− > NO3− > F−, respectively. However, challenges such as elevated TC, EC, and hardness in water samples that exceed the permissible limit across the testing period necessitate targeted interventions. The D-WQI was found to vary between 23.70 and 96.09. The results indicated that 68.42 and 15.79% of water locations fall in the excellent to good class, thereby making them appropriate for irrigation as well as household use. The entropy index result showed that saltwater intrusion had a significant impact on eleven sample locations. The detailed analysis of E-WQI revealed that 42% of samples were fit for drinking purposes. Regarding the overall suitability of surface water for drinking and domestic use, the I-WQI values revealed that 36.84 and 26.32% were found to have poor water quality and thus are unsuitable for human consumption. Localized quality hotspots were identified using weighted overlay analysis in GIS, revealing locations such as U-(9), (2), (19), and (8) that were
{"title":"Unveiling surface water potential and water-resilient strategies in Odisha’s largest peninsular river for sustainable water management in East Central India: a GIS-based water quality process modelling for achieving Sustainable Development Goals (SDGs)","authors":"Abhijeet Das","doi":"10.1007/s12517-025-12365-4","DOIUrl":"10.1007/s12517-025-12365-4","url":null,"abstract":"<div><p>Water is the most important requirement for any living thing's survival and nourishment. Sustainable surface water development stands out as a contemporary problem for rising worldwide populations, particularly in pressured riverine arid and semi-arid regions. The inhabitants of the Mahanadi Basin settlement depend only on surface water for household and agricultural needs due to groundwater scarcity and contamination. In this current investigation, sixteen water quality parameters and a total of nineteen surface water testing locations were collected and used as the dataset. The research spans a three-year (2021–2024) evaluation of water quality. However, resource management and environmental sustainability are greatly impacted by the rapid changes in land use and urbanization, especially in developing nations. Faster and cheaper control is required due to the real-world impact of low water quality. With this motivation, the present study therefore intends to examine the surface water’s physicochemical and geochemical composition for domestic and agricultural suitability using integrated approaches such as the geographical information system (GIS), drinking water quality index (D-WQI), entropy (E/X)-WQI, stepwise weight assessment ratio analysis (SWARA/I)-WQI, WASPAS (weighted aggregated sum product assessment)—TOPSIS (technique for order of preference by similarity to ideal solution), symbolized as (WT), and machine learning (ML) techniques such as random forest (RF), support vector machine (SVM), and extreme gradient boosting (XGBoost) models. Additionally, this study examines the spatiotemporal dynamics of land use land cover (LULC) from 2021 and projects trends to 2024. The pH of water samples was slightly alkaline at all locations. The concentration of cations and anions in water was in the order of Ca<sup>2+</sup> > Mg<sup>2+</sup> > Na<sup>+</sup> > K<sup>+</sup>, and Cl<sup>−</sup> > SO<sub>4</sub><sup>2−</sup> > NO<sub>3</sub><sup>−</sup> > F<sup>−</sup>, respectively. However, challenges such as elevated TC, EC, and hardness in water samples that exceed the permissible limit across the testing period necessitate targeted interventions. The D-WQI was found to vary between 23.70 and 96.09. The results indicated that 68.42 and 15.79% of water locations fall in the excellent to good class, thereby making them appropriate for irrigation as well as household use. The entropy index result showed that saltwater intrusion had a significant impact on eleven sample locations. The detailed analysis of E-WQI revealed that 42% of samples were fit for drinking purposes. Regarding the overall suitability of surface water for drinking and domestic use, the I-WQI values revealed that 36.84 and 26.32% were found to have poor water quality and thus are unsuitable for human consumption. Localized quality hotspots were identified using weighted overlay analysis in GIS, revealing locations such as U-(9), (2), (19), and (8) that were","PeriodicalId":476,"journal":{"name":"Arabian Journal of Geosciences","volume":"18 11","pages":""},"PeriodicalIF":1.827,"publicationDate":"2025-10-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145352489","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-10-22DOI: 10.1007/s12517-025-12361-8
Benatus Norbert Mvile, Mahamuda Abu, John Desderius Kalimenze
The source of the gold (Au) in the Au-bearing stream sediments within the central parts of Tanzania is poorly constrained. Hence, this study aims to elucidate the sources of these Au-bearing sediments and gold using whole-rock geochemistry of stream sediments and multivariate statistics. From the CIA values, the sediments are weakly weathered and compositionally immature, considering the ICV and Fe/K values, under humid climatic conditions. The source ratio proxies: Th/Sc, Th/U, Cr/Th, La/Sc, and Th/Cr, indicate a felsic igneous rock source. The discriminant plots show intermediate and mafic rocks, while the multivariate indicates a dominant mafic source rock with 40.35% relative to 18.70% extraction variance for felsic rocks. The Au, however, does not associate with mafic rocks (Ni, Co, V, and Cr) or felsic rocks (Th, Sr, Rb, and K), with all these independent parameters revealing a > 0.05 p-value from the multilinear regression model (MLM). The study will recommend the use of a multi-method approach in the search for Au within the central parts of Tanzania, where soil/rock geochemistry is combined with stream sediment geochemistry and the data processed using multivariate statistics together with machine learning methods, e.g., artificial neural network.
{"title":"Provenance studies of stream sediments based on geochemistry and multivariate statistics: implications for gold exploration in the central part of Tanzania","authors":"Benatus Norbert Mvile, Mahamuda Abu, John Desderius Kalimenze","doi":"10.1007/s12517-025-12361-8","DOIUrl":"10.1007/s12517-025-12361-8","url":null,"abstract":"<div><p>The source of the gold (Au) in the Au-bearing stream sediments within the central parts of Tanzania is poorly constrained. Hence, this study aims to elucidate the sources of these Au-bearing sediments and gold using whole-rock geochemistry of stream sediments and multivariate statistics. From the CIA values, the sediments are weakly weathered and compositionally immature, considering the ICV and Fe/K values, under humid climatic conditions. The source ratio proxies: Th/Sc, Th/U, Cr/Th, La/Sc, and Th/Cr, indicate a felsic igneous rock source. The discriminant plots show intermediate and mafic rocks, while the multivariate indicates a dominant mafic source rock with 40.35% relative to 18.70% extraction variance for felsic rocks. The Au, however, does not associate with mafic rocks (Ni, Co, V, and Cr) or felsic rocks (Th, Sr, Rb, and K), with all these independent parameters revealing a > 0.05 <i>p</i>-value from the multilinear regression model (MLM). The study will recommend the use of a multi-method approach in the search for Au within the central parts of Tanzania, where soil/rock geochemistry is combined with stream sediment geochemistry and the data processed using multivariate statistics together with machine learning methods, e.g., artificial neural network.\u0000</p></div>","PeriodicalId":476,"journal":{"name":"Arabian Journal of Geosciences","volume":"18 11","pages":""},"PeriodicalIF":1.827,"publicationDate":"2025-10-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145352410","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-10-13DOI: 10.1007/s12517-025-12337-8
Fatima Gueridi, Zohra Derriche
Lime treatment has long been used in construction for its cost-effectiveness and simplicity. In clay soils, lime induces chemical reactions that enhance workability and reduce plasticity, followed by gradual strength development. Despite extensive research on clay–lime interactions, the mechanisms behind these transformations remain partly unclear. This study focuses on the fundamental process driving strength gain. Bentonite samples were treated with lime and with other reagents, calcium chloride, barium chloride, and sodium hydroxide, chosen for their potentially similar behavior (electrolyte concentration and pH increase). Changes in plasticity, grain size distribution (GSD), and strength were assessed and compared to gain insight into the lime–clay mechanisms of reaction. A dispersing agent was also used to test the durability of lime-induced effects. Results revealed all additives reduced liquid limit, indicating increased floc size with additive content. However, only lime significantly raised the plastic limit, confirming persistence of the flocs that formed. GSD analyses showed lime caused fine clay particles to cluster, with cluster size growing with curing time. These lime-induced clusters remained intact, unlike those formed by other reagents, which broke down under manipulation or dispersant exposure. Crucially, only lime led to measurable strength development. Findings suggest clay–lime reactions begin with a resilient flocculation, followed by a slow chemical process that produces cementitious bonds within clusters. Other reagents appear to act through reversible electrostatic effects. The study also shows that low lime content fails to trigger the reaction, as the conditions of the pore water chemistry favor dispersion over flocculation. The short-term stability of lime–clay formed flocs observed in this study is attributed to an early clay–lime chemical reaction whose nature is inconclusively explained until today.
{"title":"Experimental investigation on the mechanisms of lime-bentonite reactions","authors":"Fatima Gueridi, Zohra Derriche","doi":"10.1007/s12517-025-12337-8","DOIUrl":"10.1007/s12517-025-12337-8","url":null,"abstract":"<div><p>Lime treatment has long been used in construction for its cost-effectiveness and simplicity. In clay soils, lime induces chemical reactions that enhance workability and reduce plasticity, followed by gradual strength development. Despite extensive research on clay–lime interactions, the mechanisms behind these transformations remain partly unclear. This study focuses on the fundamental process driving strength gain. Bentonite samples were treated with lime and with other reagents, calcium chloride, barium chloride, and sodium hydroxide, chosen for their potentially similar behavior (electrolyte concentration and pH increase). Changes in plasticity, grain size distribution (GSD), and strength were assessed and compared to gain insight into the lime–clay mechanisms of reaction. A dispersing agent was also used to test the durability of lime-induced effects. Results revealed all additives reduced liquid limit, indicating increased floc size with additive content. However, only lime significantly raised the plastic limit, confirming persistence of the flocs that formed. GSD analyses showed lime caused fine clay particles to cluster, with cluster size growing with curing time. These lime-induced clusters remained intact, unlike those formed by other reagents, which broke down under manipulation or dispersant exposure. Crucially, only lime led to measurable strength development. Findings suggest clay–lime reactions begin with a resilient flocculation, followed by a slow chemical process that produces cementitious bonds within clusters. Other reagents appear to act through reversible electrostatic effects. The study also shows that low lime content fails to trigger the reaction, as the conditions of the pore water chemistry favor dispersion over flocculation. The short-term stability of lime–clay formed flocs observed in this study is attributed to an early clay–lime chemical reaction whose nature is inconclusively explained until today.</p></div>","PeriodicalId":476,"journal":{"name":"Arabian Journal of Geosciences","volume":"18 11","pages":""},"PeriodicalIF":1.827,"publicationDate":"2025-10-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145315657","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-10-13DOI: 10.1007/s12517-025-12343-w
Zeng Mingyong
This study investigates shear deformation of the casing during shale gas well fracturing through mechanical analysis and deformation calculations. We evaluated casing deformation induced by natural fracture shear slip, critical slip activation conditions, and key factors governing casing shear stress and deformation. The results demonstrate that elevated fluid pressure within natural fractures increases both the shear stress on the casing and the range of fracture approach angles favorable for shear activation. Consequently, this elevates the likelihood of shear-activated fractures and the associated risk of casing shear deformation. And maximum shear stress occurs within fracture approach angles of 30–45° and their supplementary range. For wellbores intersecting well-developed natural fractures, maintaining fluid pressure below the critical shear strength threshold during hydraulic fracturing operations mitigates casing deformation risks by preventing induced shear slip. Shear stress of the casing is positively correlated with horizontal in situ stress difference, natural fracture length, and the Young’s modulus and Poisson’s ratio of the cement sheath and casing. Conversely, it is negatively correlated with the Young's modulus and Poisson's ratio of the formation rock, the friction coefficient, and casing wall thickness. Variations in the Young's modulus and Poisson's ratio of the casing material itself exhibit minimal impact on casing shear stress. Using cement possessing a low Young’s modulus and a low Poisson’s ratio for well cementation effectively mitigates casing shear failure. Higher Young’s modulus and Poisson’s ratio values in the formation rock result in reduced casing deformation displacement. Conversely, greater horizontal in situ stress differences and longer natural fracture lengths increase deformation displacement. Within the fracture approach angle range of 0–180°, casing shear deformation exhibits a bimodal distribution, with maxima occurring within the 30–60° range and its supplementary angular interval. Geo-mechanical instability induced by in situ stresses within naturally fractured shale reservoirs constitutes the primary cause of casing deformation. At direct intersections between well trajectories and natural fractures, maintaining a distance from the fracture central zone is advised to minimize induced shear displacement. These findings provide a theoretical foundation for understanding casing shear failure stress-deformation characteristics, elucidating governing mechanisms, and guiding deformation prevention and control strategies.
{"title":"Mechanical analysis and displacement calculation of casing deformation caused by natural fracture’s shear slip","authors":"Zeng Mingyong","doi":"10.1007/s12517-025-12343-w","DOIUrl":"10.1007/s12517-025-12343-w","url":null,"abstract":"<div><p>This study investigates shear deformation of the casing during shale gas well fracturing through mechanical analysis and deformation calculations. We evaluated casing deformation induced by natural fracture shear slip, critical slip activation conditions, and key factors governing casing shear stress and deformation. The results demonstrate that elevated fluid pressure within natural fractures increases both the shear stress on the casing and the range of fracture approach angles favorable for shear activation. Consequently, this elevates the likelihood of shear-activated fractures and the associated risk of casing shear deformation. And maximum shear stress occurs within fracture approach angles of 30–45° and their supplementary range. For wellbores intersecting well-developed natural fractures, maintaining fluid pressure below the critical shear strength threshold during hydraulic fracturing operations mitigates casing deformation risks by preventing induced shear slip. Shear stress of the casing is positively correlated with horizontal in situ stress difference, natural fracture length, and the Young’s modulus and Poisson’s ratio of the cement sheath and casing. Conversely, it is negatively correlated with the Young's modulus and Poisson's ratio of the formation rock, the friction coefficient, and casing wall thickness. Variations in the Young's modulus and Poisson's ratio of the casing material itself exhibit minimal impact on casing shear stress. Using cement possessing a low Young’s modulus and a low Poisson’s ratio for well cementation effectively mitigates casing shear failure. Higher Young’s modulus and Poisson’s ratio values in the formation rock result in reduced casing deformation displacement. Conversely, greater horizontal in situ stress differences and longer natural fracture lengths increase deformation displacement. Within the fracture approach angle range of 0–180°, casing shear deformation exhibits a bimodal distribution, with maxima occurring within the 30–60° range and its supplementary angular interval. Geo-mechanical instability induced by in situ stresses within naturally fractured shale reservoirs constitutes the primary cause of casing deformation. At direct intersections between well trajectories and natural fractures, maintaining a distance from the fracture central zone is advised to minimize induced shear displacement. These findings provide a theoretical foundation for understanding casing shear failure stress-deformation characteristics, elucidating governing mechanisms, and guiding deformation prevention and control strategies.</p></div>","PeriodicalId":476,"journal":{"name":"Arabian Journal of Geosciences","volume":"18 11","pages":""},"PeriodicalIF":1.827,"publicationDate":"2025-10-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145315658","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The Sunai River, a right-bank tributary of the Budhabalanga River in Odisha, originates near Siriapal village in Mayurbhanj district and confluences with the Budhabalanga near Dolagohira village in Baleshwar district, Odisha. The basin, categorized as a 7th order system, covers an area of 1,432.26 km2 and a basin length of 63.63 km. The mean stream length ratio (14.06) reflects an advanced stage of erosion and high runoff conditions, indicating active fluvial processes. A bifurcation ratio of 3.85 suggests a stable tectonic setting, while a drainage density of 2.27 km/km2 indicates moderate to long overland flow. The drainage texture (6.47) and stream frequency (2.85) point to low infiltration and high surface runoff, increasing susceptibility to erosion. Moreover, the low drainage intensity value (1.25) shows a higher vulnerability to soil erosion, likely exacerbated by sparse vegetation or unconsolidated surface material. Morphometric shape indices form factor (0.35), elongation ratio (0.67), and circulatory ratio (0.35) reveal the basin’s elongated form, which can influence flow concentration and flood risk. The low RHO coefficient (0.15) suggests limited water storage during heavy discharge periods, contributing to flash flood vulnerability. The region exhibits steep slopes and significant elevation variation on the basis of basin relief (1,151 m) and a high relief ratio (18.09). Despite this, the ruggedness number (2.61) reflects a relatively smooth and moderately dissected terrain. The analysis highlights the basin’s dynamic runoff and stream flow behavior, emphasizing the urgent need for integrated and sustainable watershed management strategies to counteract environmental degradation and hydro-geomorphological challenges.
{"title":"Drainage basin analysis of Sunai River, Odisha, India: A remote sensing and GIS-based approach","authors":"Pawan Kumar Gautam, Dhirendra Kumar, Satyajit Sahu, Anoop Kumar Singh","doi":"10.1007/s12517-025-12328-9","DOIUrl":"10.1007/s12517-025-12328-9","url":null,"abstract":"<div><p>The Sunai River, a right-bank tributary of the Budhabalanga River in Odisha, originates near Siriapal village in Mayurbhanj district and confluences with the Budhabalanga near Dolagohira village in Baleshwar district, Odisha. The basin, categorized as a 7th order system, covers an area of 1,432.26 km<sup>2 </sup>and a basin length of 63.63 km. The mean stream length ratio (14.06) reflects an advanced stage of erosion and high runoff conditions, indicating active fluvial processes. A bifurcation ratio of 3.85 suggests a stable tectonic setting, while a drainage density of 2.27 km/km<sup>2</sup> indicates moderate to long overland flow. The drainage texture (6.47) and stream frequency (2.85) point to low infiltration and high surface runoff, increasing susceptibility to erosion. Moreover, the low drainage intensity value (1.25) shows a higher vulnerability to soil erosion, likely exacerbated by sparse vegetation or unconsolidated surface material. Morphometric shape indices form factor (0.35), elongation ratio (0.67), and circulatory ratio (0.35) reveal the basin’s elongated form, which can influence flow concentration and flood risk. The low RHO coefficient (0.15) suggests limited water storage during heavy discharge periods, contributing to flash flood vulnerability. The region exhibits steep slopes and significant elevation variation on the basis of basin relief (1,151 m) and a high relief ratio (18.09). Despite this, the ruggedness number (2.61) reflects a relatively smooth and moderately dissected terrain. The analysis highlights the basin’s dynamic runoff and stream flow behavior, emphasizing the urgent need for integrated and sustainable watershed management strategies to counteract environmental degradation and hydro-geomorphological challenges.\u0000</p></div>","PeriodicalId":476,"journal":{"name":"Arabian Journal of Geosciences","volume":"18 11","pages":""},"PeriodicalIF":1.827,"publicationDate":"2025-10-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145256503","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-10-10DOI: 10.1007/s12517-025-12351-w
Wei Zhou, Rongtao Xie, Bo Zhang, Weibo Wang, Gang Wang
The Xiaqu Hydropower Station is a large hydroelectric project in western China. The right abutment of its dam comprises deep soil strata, with the underlying layers being a glacial gravelly soil layer and an alluvial sandy soil layer. Given that glacial gravel is typically internally unstable soil, significant concerns have been raised regarding the long-term safety against seepage erosion risks. To investigate this, a large-scale seepage apparatus was utilized to study the internal erosion behavior of the glacial soil layer as well as the contact erosion behavior between the alluvial and glacial soil layers under high surcharge pressures. The test results demonstrated that when the hydraulic gradient surpassed 0.1 to 0.2, the glacial soil exhibited pronounced fine particle loss, which corroborated the geometric criteria-based judgment of its internal instability. Moreover, it was found that increasing the surcharge pressure could partially alleviate the extent of internal erosion. In contrast, despite the geometric criteria suggesting a low likelihood of contact erosion, it was, in fact, observed during the large-scale experiments. This was due to the severe internal erosion within the glacial gravel, which altered its gradation and subsequently enlarged the void constrictions. These findings underscore the crucial importance of conducting seepage erosion tests to validate the contact erosion characteristics beyond mere reliance on geometric criteria. The test results thereby provided valuable reference for the selection of seepage erosion control measures and the evaluation of seepage erosion safety for the project.
{"title":"Large-scale experimental study on seepage erosion characteristics of the deep alluvial sandy and glacial gravel at Xiaqu hydropower station","authors":"Wei Zhou, Rongtao Xie, Bo Zhang, Weibo Wang, Gang Wang","doi":"10.1007/s12517-025-12351-w","DOIUrl":"10.1007/s12517-025-12351-w","url":null,"abstract":"<p>The Xiaqu Hydropower Station is a large hydroelectric project in western China. The right abutment of its dam comprises deep soil strata, with the underlying layers being a glacial gravelly soil layer and an alluvial sandy soil layer. Given that glacial gravel is typically internally unstable soil, significant concerns have been raised regarding the long-term safety against seepage erosion risks. To investigate this, a large-scale seepage apparatus was utilized to study the internal erosion behavior of the glacial soil layer as well as the contact erosion behavior between the alluvial and glacial soil layers under high surcharge pressures. The test results demonstrated that when the hydraulic gradient surpassed 0.1 to 0.2, the glacial soil exhibited pronounced fine particle loss, which corroborated the geometric criteria-based judgment of its internal instability. Moreover, it was found that increasing the surcharge pressure could partially alleviate the extent of internal erosion. In contrast, despite the geometric criteria suggesting a low likelihood of contact erosion, it was, in fact, observed during the large-scale experiments. This was due to the severe internal erosion within the glacial gravel, which altered its gradation and subsequently enlarged the void constrictions. These findings underscore the crucial importance of conducting seepage erosion tests to validate the contact erosion characteristics beyond mere reliance on geometric criteria. The test results thereby provided valuable reference for the selection of seepage erosion control measures and the evaluation of seepage erosion safety for the project.</p>","PeriodicalId":476,"journal":{"name":"Arabian Journal of Geosciences","volume":"18 11","pages":""},"PeriodicalIF":1.827,"publicationDate":"2025-10-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145256219","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The Buah Formation, a key carbonate unit within the Huqf Supergroup of Oman, was deposited during the latest Ediacaran to early Cambrian (~ 541–530 Ma) and is well-exposed in the Jabal Akhdar (JA) and Huqf regions. These carbonates offer critical insights into early Cambrian diagenetic processes and serve as valuable records for geochemical and isotopic investigations. Samples from both regions were analyzed for carbon, oxygen, and strontium isotopes, along with elemental ratios using multiple mass spectrometry techniques. JA samples exhibit a broader and more variable range of δ13C and δ18O values compared to the more constrained values in Huqf, reflecting more extensive diagenetic overprinting. Positive δ13C–δ18O correlations in both regions indicate diagenetic alteration by meteoric and/or burial fluids. In the JA section, δ13C values as low as − 8‰ at lower stratigraphic levels likely result from the oxidation of Neoproterozoic organic carbon, releasing 12C-enriched DIC, a signature consistent with the Ediacaran Shuram excursion in the underlying Shuram Formation. Mn/Sr ratios distinguish diagenetic systems, with burial diagenesis and/or organic carbon oxidation dominating in JA, and meteoric diagenesis prevailing in Huqf. Strontium concentrations in Huqf samples range from 20 to 2600 ppm, with most exhibiting uniform 87Sr/86Sr ratios (~ 0.7088), outside typical marine dolomite values. A subset aligns with marine signatures, suggesting mixed Sr sources including terrigenous, hydrothermal, and weathering-derived inputs. Two δ13C-based sample populations (< 0.5‰ and ≥ 0.5‰) in Huqf highlight diagenetic variability with implications for reservoir quality, fluid migration, and source preservation in early Cambrian petroleum systems in Oman.
{"title":"Diagenetic perspectives from C–O–Sr isotopes in Early Cambrian carbonates: implications for reservoir evolution in the Buah Formation, Jabal Akhdar and Huqf regions, Oman","authors":"Arshad Ali, Mohamed El-Ghali, Tomoyuki Shibata, Masako Yoshikawa, Mohamed Moustafa, Iftikhar Abbasi, Leonardo Brandão Nogueira","doi":"10.1007/s12517-025-12331-0","DOIUrl":"10.1007/s12517-025-12331-0","url":null,"abstract":"<div><p>The Buah Formation, a key carbonate unit within the Huqf Supergroup of Oman, was deposited during the latest Ediacaran to early Cambrian (~ 541–530 Ma) and is well-exposed in the Jabal Akhdar (JA) and Huqf regions. These carbonates offer critical insights into early Cambrian diagenetic processes and serve as valuable records for geochemical and isotopic investigations. Samples from both regions were analyzed for carbon, oxygen, and strontium isotopes, along with elemental ratios using multiple mass spectrometry techniques. JA samples exhibit a broader and more variable range of δ<sup>13</sup>C and δ<sup>18</sup>O values compared to the more constrained values in Huqf, reflecting more extensive diagenetic overprinting. Positive δ<sup>13</sup>C–δ<sup>18</sup>O correlations in both regions indicate diagenetic alteration by meteoric and/or burial fluids. In the JA section, δ<sup>13</sup>C values as low as − 8‰ at lower stratigraphic levels likely result from the oxidation of Neoproterozoic organic carbon, releasing <sup>12</sup>C-enriched DIC, a signature consistent with the Ediacaran Shuram excursion in the underlying Shuram Formation. Mn/Sr ratios distinguish diagenetic systems, with burial diagenesis and/or organic carbon oxidation dominating in JA, and meteoric diagenesis prevailing in Huqf. Strontium concentrations in Huqf samples range from 20 to 2600 ppm, with most exhibiting uniform <sup>87</sup>Sr/<sup>86</sup>Sr ratios (~ 0.7088), outside typical marine dolomite values. A subset aligns with marine signatures, suggesting mixed Sr sources including terrigenous, hydrothermal, and weathering-derived inputs. Two δ<sup>13</sup>C-based sample populations (< 0.5‰ and ≥ 0.5‰) in Huqf highlight diagenetic variability with implications for reservoir quality, fluid migration, and source preservation in early Cambrian petroleum systems in Oman.</p></div>","PeriodicalId":476,"journal":{"name":"Arabian Journal of Geosciences","volume":"18 11","pages":""},"PeriodicalIF":1.827,"publicationDate":"2025-10-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145256275","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}