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A novel surrogate model for hydro-mechanical coupling in unsaturated soil with incomplete physical constraints
IF 5.3 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Pub Date : 2025-01-27 DOI: 10.1016/j.compgeo.2025.107091
Charles W.W. Ng, Qianyu Zhou, Qi Zhang
Physics-informed neural networks (PINNs) are increasingly employed for surrogate modelling of soil behaviour. Existing surrogate models for unsaturated soil only account for seepage in rigid soil, neglecting the complex coupling between deformation and seepage in unsaturated soil. This study develops a new surrogate model for hydro-mechanical coupling in unsaturated soil using the PINN approach. Dimensionless governing equations, including mass balance and force balance equations, are derived and adopted for physical constraints. With absence of explicit constitutive relations, this new surrogate model utilises sparse measured data to identify pore water pressure, effective stress and deformation in unsaturated soil. Separate neural networks are employed to facilitate efficient back-propagation for coupled problem involving multiple outputs. The newly developed model is then applied to simulate two cases with sparse measurements in unsaturated soil. The results illustrate that the newly developed surrogate model successfully learns the elasto-plastic constitutive relation of suction-induced volume change from experimental data. Meanwhile, model predictions regarding both water flow and stress distribution align within the 95 % confidence interval of theoretical values, demonstrating interpretability of PINN model. Furthermore, by adhering to physical constraints, the relative error in predicting soil deformation from neural networks significantly reduces from 49 % to less than 10 %. These findings suggest PINN model with separate networks is capable to simulate unsaturated soil considering both deformation and seepage, even with sparse measured data and incomplete physical constraints.
{"title":"A novel surrogate model for hydro-mechanical coupling in unsaturated soil with incomplete physical constraints","authors":"Charles W.W. Ng,&nbsp;Qianyu Zhou,&nbsp;Qi Zhang","doi":"10.1016/j.compgeo.2025.107091","DOIUrl":"10.1016/j.compgeo.2025.107091","url":null,"abstract":"<div><div>Physics-informed neural networks (PINNs) are increasingly employed for surrogate modelling of soil behaviour. Existing surrogate models for unsaturated soil only account for seepage in rigid soil, neglecting the complex coupling between deformation and seepage in unsaturated soil. This study develops a new surrogate model for hydro-mechanical coupling in unsaturated soil using the PINN approach. Dimensionless governing equations, including mass balance and force balance equations, are derived and adopted for physical constraints. With absence of explicit constitutive relations, this new surrogate model utilises sparse measured data to identify pore water pressure, effective stress and deformation in unsaturated soil. Separate neural networks are employed to facilitate efficient back-propagation for coupled problem involving multiple outputs. The newly developed model is then applied to simulate two cases with sparse measurements in unsaturated soil. The results illustrate that the newly developed surrogate model successfully learns the elasto-plastic constitutive relation of suction-induced volume change from experimental data. Meanwhile, model predictions regarding both water flow and stress distribution align within the 95 % confidence interval of theoretical values, demonstrating interpretability of PINN model. Furthermore, by adhering to physical constraints, the relative error in predicting soil deformation from neural networks significantly reduces from 49 % to less than 10 %. These findings suggest PINN model with separate networks is capable to simulate unsaturated soil considering both deformation and seepage, even with sparse measured data and incomplete physical constraints.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"180 ","pages":"Article 107091"},"PeriodicalIF":5.3,"publicationDate":"2025-01-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143172647","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Numerical investigation of fracture competitive propagation mechanisms for temporary plugging staged fracturing (TPSF) in shale gas reservoirs
IF 5.3 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Pub Date : 2025-01-27 DOI: 10.1016/j.compgeo.2025.107109
Jianxiong Li , Zhanyuan Zhu , Wen Hua , Yi Yang , Shiming Dong , Tiankui Guo
Temporary plugging staged fracturing (TPSF) is a technique rapidly growing for enhancing the uniform growth of multiple fractures in shale gas reservoirs. However, the mechanisms of fracture competition during TPSF remain incompletely understood, primarily due to pre-existing natural fractures and stress interference. This study presents a fully coupled Finite Element Method (FEM) model incorporating the pore pressure cohesive zone method to investigate how fractures compete for growth in TPSF. Moreover, a user-defined perforation element connected to a discrete fracture network model is employed to analyze how fluid flow is partitioned. The results indicate that denser natural fractures (NFs) create more connections for hydraulic fractures (HFs), thereby increasing the complexity of the fracture network. Reduction in cluster spacing can result in distorted fracture morphologies and altered propagation pathways, potentially halting fracture growth. Higher injection rates elevate injection pressure, which may inhibit fracture growth but could aid in penetrating stress interference zones to generate asymmetrical fractures. Fractures tend to propagate towards larger inclination angles, with an inclination angle close to 45° being optimal for enhancing fracture growth and reservoir stimulation. This study offers valuable insights into the competitive propagation mechanism of fractures and provides guidance on optimal field design for TPSF.
{"title":"Numerical investigation of fracture competitive propagation mechanisms for temporary plugging staged fracturing (TPSF) in shale gas reservoirs","authors":"Jianxiong Li ,&nbsp;Zhanyuan Zhu ,&nbsp;Wen Hua ,&nbsp;Yi Yang ,&nbsp;Shiming Dong ,&nbsp;Tiankui Guo","doi":"10.1016/j.compgeo.2025.107109","DOIUrl":"10.1016/j.compgeo.2025.107109","url":null,"abstract":"<div><div>Temporary plugging staged fracturing (TPSF) is a technique rapidly growing for enhancing the uniform growth of multiple fractures in shale gas reservoirs. However, the mechanisms of fracture competition during TPSF remain incompletely understood, primarily due to pre-existing natural fractures and stress interference. This study presents a fully coupled Finite Element Method (FEM) model incorporating the pore pressure cohesive zone method to investigate how fractures compete for growth in TPSF. Moreover, a user-defined perforation element connected to a discrete fracture network model is employed to analyze how fluid flow is partitioned. The results indicate that denser natural fractures (NFs) create more connections for hydraulic fractures (HFs), thereby increasing the complexity of the fracture network. Reduction in cluster spacing can result in distorted fracture morphologies and altered propagation pathways, potentially halting fracture growth. Higher injection rates elevate injection pressure, which may inhibit fracture growth but could aid in penetrating stress interference zones to generate asymmetrical fractures. Fractures tend to propagate towards larger inclination angles, with an inclination angle close to 45° being optimal for enhancing fracture growth and reservoir stimulation. This study offers valuable insights into the competitive propagation mechanism of fractures and provides guidance on optimal field design for TPSF.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"180 ","pages":"Article 107109"},"PeriodicalIF":5.3,"publicationDate":"2025-01-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143172650","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Stability analysis of rock slopes considering strata uncertainty using dual-source surface wave inversion with borehole constraints
IF 5.3 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Pub Date : 2025-01-26 DOI: 10.1016/j.compgeo.2025.107068
Yaoying Liang , Ming Peng , Liu Liu , Siang Huat Goh , Dengyi Wang , Jian Shen
The stability of rock slopes is mainly controlled by subsurface characteristics, such as soft layers and broken zones. However, determining their locations and associated uncertainties is challenging due to their concealment and complexity. This study proposes a framework for stability analysis of rock slopes, which accounts for strata uncertainty quantified through dual-source surface wave inversion with borehole constraints. The shear wave velocity profiles of the slope were obtained by combining active surface wave and passive microtremor using multichannel analysis of surface waves (MASW) method and microtremor survey method (MSM), respectively. The prior constraints for the inversion were obtained from borehole television and ultrasonic testing. Subsequently, the inverted depths of the interfaces were represented as continuous distributions and fitted to various models. The stability of the slope was then analyzed by incorporating strata uncertainty. The proposed framework was applied to a steep road-cut rock slope located in Shandong Province, China. The results show that the proposed framework effectively detects soft layers and quantifies uncertainties in interface depths for probabilistic stability analysis. The dual-source surface wave inversion provides both sufficient detection depth and high resolution of shallow strata. Incorporating the prior borehole-derived constraints, the accuracy and speed of the dual-source surface wave inversion have been greatly enhanced. The interface depths can be quantitatively described by normal distributions, which have been selected based on the lowest Akaike Information Criterion (AIC) value. Three soft layers were identified in the presented case, and variations in the thickness of the soft layers influenced the safety factor.
{"title":"Stability analysis of rock slopes considering strata uncertainty using dual-source surface wave inversion with borehole constraints","authors":"Yaoying Liang ,&nbsp;Ming Peng ,&nbsp;Liu Liu ,&nbsp;Siang Huat Goh ,&nbsp;Dengyi Wang ,&nbsp;Jian Shen","doi":"10.1016/j.compgeo.2025.107068","DOIUrl":"10.1016/j.compgeo.2025.107068","url":null,"abstract":"<div><div>The stability of rock slopes is mainly controlled by subsurface characteristics, such as soft layers and broken zones. However, determining their locations and associated uncertainties is challenging due to their concealment and complexity. This study proposes a framework for stability analysis of rock slopes, which accounts for strata uncertainty quantified through dual-source surface wave inversion with borehole constraints. The shear wave velocity profiles of the slope were obtained by combining active surface wave and passive microtremor using multichannel analysis of surface waves (MASW) method and microtremor survey method (MSM), respectively. The prior constraints for the inversion were obtained from borehole television and ultrasonic testing. Subsequently, the inverted depths of the interfaces were represented as continuous distributions and fitted to various models. The stability of the slope was then analyzed by incorporating strata uncertainty. The proposed framework was applied to a steep road-cut rock slope located in Shandong Province, China. The results show that the proposed framework effectively detects soft layers and quantifies uncertainties in interface depths for probabilistic stability analysis. The dual-source surface wave inversion provides both sufficient detection depth and high resolution of shallow strata. Incorporating the prior borehole-derived constraints, the accuracy and speed of the dual-source surface wave inversion have been greatly enhanced. The interface depths can be quantitatively described by normal distributions, which have been selected based on the lowest Akaike Information Criterion (AIC) value. Three soft layers were identified in the presented case, and variations in the thickness of the soft layers influenced the safety factor.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"180 ","pages":"Article 107068"},"PeriodicalIF":5.3,"publicationDate":"2025-01-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143172649","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Contact erosion of soil layers with different water table levels under cyclic loading using VOF-DEM coupled method
IF 5.3 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Pub Date : 2025-01-25 DOI: 10.1016/j.compgeo.2025.107090
Xianfeng Diao , Guoqing Cai , Rui Yang , Xuzhen He
In the process of using transportation infrastructure, contact erosion between different particle sizes soil layers can easily occur under complex hydro-mechanical coupling, leading to deformation and damage of structures. To investigate indirect erosion between soil layers under cyclical load effects from a microscopic perspective, a volume of fluid-discrete element method (VOF-DEM) coupled method was adopted in this study. The influence of different water table levels and particle size ratios (PSR) was considered. The study found that: (1) The compressive effect of coarse particles during loading and the stress relaxation effect during unloading can both cause migration of fine particles within one loading–unloading cycle; (2) Immersion of the contact surface between coarse and fine particles is a key factor in inducing particle migration, with the interaction between particles being the most intense at the contact surface; (3) Fully saturated soil experiences the most severe particle erosion and macroscopic deformation; (4) Reducing PSR can effectively improve the integrity of soil structure and suppress erosion of fine particles; (5) Particle migration inevitably leads to axial deformation of the soil, resulting in reduced stiffness and increased energy dissipation during loading–unloading cycles. This study provides new insights into contact erosion under complex hydraulic coupling from a microscopic perspective.
{"title":"Contact erosion of soil layers with different water table levels under cyclic loading using VOF-DEM coupled method","authors":"Xianfeng Diao ,&nbsp;Guoqing Cai ,&nbsp;Rui Yang ,&nbsp;Xuzhen He","doi":"10.1016/j.compgeo.2025.107090","DOIUrl":"10.1016/j.compgeo.2025.107090","url":null,"abstract":"<div><div>In the process of using transportation infrastructure, contact erosion between different particle sizes soil layers can easily occur under complex hydro-mechanical coupling, leading to deformation and damage of structures. To investigate indirect erosion between soil layers under cyclical load effects from a microscopic perspective, a volume of fluid-discrete element method (VOF-DEM) coupled method was adopted in this study. The influence of different water table levels and particle size ratios (PSR) was considered. The study found that: (1) The compressive effect of coarse particles during loading and the stress relaxation effect during unloading can both cause migration of fine particles within one loading–unloading cycle; (2) Immersion of the contact surface between coarse and fine particles is a key factor in inducing particle migration, with the interaction between particles being the most intense at the contact surface; (3) Fully saturated soil experiences the most severe particle erosion and macroscopic deformation; (4) Reducing PSR can effectively improve the integrity of soil structure and suppress erosion of fine particles; (5) Particle migration inevitably leads to axial deformation of the soil, resulting in reduced stiffness and increased energy dissipation during loading–unloading cycles. This study provides new insights into contact erosion under complex hydraulic coupling from a microscopic perspective.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"180 ","pages":"Article 107090"},"PeriodicalIF":5.3,"publicationDate":"2025-01-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143104974","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
A coupled thermo-hygro-mechanical peridynamic model for mechanism analysis of soil desiccation cracking
IF 5.3 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Pub Date : 2025-01-25 DOI: 10.1016/j.compgeo.2025.107073
Yanhe Qiao , Panyong Liu , Xin Gu , Xiaozhou Xia , Qing Zhang
Soil desiccation cracking, a natural phenomenon involving the complex interaction of multi-physical fields, significantly weakens the mechanical and hydraulic properties of soil, potentially leading to natural hazards. This study proposes a coupled thermo-hygro-mechanical peridynamic (PD) model to investigate the mechanical responses and fracture behaviors in saturated soils due to moisture evaporation and heat transfer. Specifically, the temperature-dependent moisture diffusion and moisture-dependent heat conduction equations are nonlocally reformulated using peridynamic differential operators (PDDO). The constitutive model incorporates the spatial attenuation of nonlocal interactions and the effects of moisture and temperature in the bond-based peridynamic framework. Utilizing a hybrid explicit–implicit solution strategy, the model can effectively capture soil strip detachment, cracking, and curling. The model is also employed to explore moisture transmission mechanisms, evaluate the effects of temperature and thickness on crack morphology, and reveal the relationship between stress, strain evolution, and crack propagation. Furthermore, the model incorporates the reference evapotranspiration formula, which can account for environmental factors such as solar radiation, ambient temperature, relative humidity, and wind speed. Therefore, this expands the scope of model applicability and enables the simulation of soil desiccation cracking under natural conditions.
{"title":"A coupled thermo-hygro-mechanical peridynamic model for mechanism analysis of soil desiccation cracking","authors":"Yanhe Qiao ,&nbsp;Panyong Liu ,&nbsp;Xin Gu ,&nbsp;Xiaozhou Xia ,&nbsp;Qing Zhang","doi":"10.1016/j.compgeo.2025.107073","DOIUrl":"10.1016/j.compgeo.2025.107073","url":null,"abstract":"<div><div>Soil desiccation cracking, a natural phenomenon involving the complex interaction of multi-physical fields, significantly weakens the mechanical and hydraulic properties of soil, potentially leading to natural hazards. This study proposes a coupled thermo-hygro-mechanical peridynamic (PD) model to investigate the mechanical responses and fracture behaviors in saturated soils due to moisture evaporation and heat transfer. Specifically, the temperature-dependent moisture diffusion and moisture-dependent heat conduction equations are nonlocally reformulated using peridynamic differential operators (PDDO). The constitutive model incorporates the spatial attenuation of nonlocal interactions and the effects of moisture and temperature in the bond-based peridynamic framework. Utilizing a hybrid explicit–implicit solution strategy, the model can effectively capture soil strip detachment, cracking, and curling. The model is also employed to explore moisture transmission mechanisms, evaluate the effects of temperature and thickness on crack morphology, and reveal the relationship between stress, strain evolution, and crack propagation. Furthermore, the model incorporates the reference evapotranspiration formula, which can account for environmental factors such as solar radiation, ambient temperature, relative humidity, and wind speed. Therefore, this expands the scope of model applicability and enables the simulation of soil desiccation cracking under natural conditions.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"180 ","pages":"Article 107073"},"PeriodicalIF":5.3,"publicationDate":"2025-01-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143172646","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
An algorithm for modeling 2D irregular columnar jointed rock masses
IF 5.3 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Pub Date : 2025-01-25 DOI: 10.1016/j.compgeo.2025.107093
Zhiyou Wu , Zhanyuan Zhu , Weimin Xiao
Field investigations show that the cross-section of irregular columnar jointed rock mass (ICJRM) is composed of a variety of polygon mosaics where pentagons and hexagons account for the majority. A VSRD (Voronoi-based Seed Random Displacement) algorithm that can precisely control the proportions of pentagons and hexagons is proposed to model the cross section of ICJRMs. The algorithm consists of generating an initial seed set to produce a Voronoi diagram with special pentagon tessellation, transforming special pentagons into hexagons and other polygons through moving some initial seeds by a random displacement, and correcting the average equivalent diameter of the columns. Then the VSRD algorithm is employed to model five famous ICJRMs, and the geometric properties of the models are compared with field investigations of these ICJRMs. The results show that the proportions of pentagon and hexagon in the models are consistent with field investigations, and the consistency of the average equivalent diameter of the columns between models and natural ICJRMs can be achieved by introducing a correction factor, by which the reliability of VSRD algorithm is verified. Additionally, the 2D ICJRM models generated by VSRD algorithm can provide a new perspective for exploring the mechanical and hydraulic properties of ICJRMs through physical and numerical experiments.
{"title":"An algorithm for modeling 2D irregular columnar jointed rock masses","authors":"Zhiyou Wu ,&nbsp;Zhanyuan Zhu ,&nbsp;Weimin Xiao","doi":"10.1016/j.compgeo.2025.107093","DOIUrl":"10.1016/j.compgeo.2025.107093","url":null,"abstract":"<div><div>Field investigations show that the cross-section of irregular columnar jointed rock mass (ICJRM) is composed of a variety of polygon mosaics where pentagons and hexagons account for the majority. A VSRD (Voronoi-based Seed Random Displacement) algorithm that can precisely control the proportions of pentagons and hexagons is proposed to model the cross section of ICJRMs. The algorithm consists of generating an initial seed set to produce a Voronoi diagram with special pentagon tessellation, transforming special pentagons into hexagons and other polygons through moving some initial seeds by a random displacement, and correcting the average equivalent diameter of the columns. Then the VSRD algorithm is employed to model five famous ICJRMs, and the geometric properties of the models are compared with field investigations of these ICJRMs. The results show that the proportions of pentagon and hexagon in the models are consistent with field investigations, and the consistency of the average equivalent diameter of the columns between models and natural ICJRMs can be achieved by introducing a correction factor, by which the reliability of VSRD algorithm is verified. Additionally, the 2D ICJRM models generated by VSRD algorithm can provide a new perspective for exploring the mechanical and hydraulic properties of ICJRMs through physical and numerical experiments.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"180 ","pages":"Article 107093"},"PeriodicalIF":5.3,"publicationDate":"2025-01-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143171745","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Investigation on cumulative response evolution and stability assessment of rock slope under mainshock and aftershocks
IF 5.3 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Pub Date : 2025-01-24 DOI: 10.1016/j.compgeo.2025.107092
Zhiyi Liao , Zhengchun Jiang , Ke Ma , Zhiliang Gao , Hu Ke , Aichen Wei
Landslides triggered by seismic events significantly threaten the safety of rock slopes. However, the cumulative response evolution of the rock slope under main and the subsequent aftershocks remain poorly understood. In this study, a simulation-based assessment method for assessing the rock slope stability subject to main and aftershocks was proposed. By employing transfer function, variational mode decomposition and Hilbert transform, this method can systematically describe the cumulative dynamic response evolution of rock slope during main and aftershocks from the time, frequency, and time–frequency domain, respectively. Base on this, the rock slope stability was assessed using the weighted sample entropy. The proposed assessment method was firstly applied to analyze the cumulative response evolution and rock slope stability at Dagangshan Hydropower Station during Luding earthquakes. The results shows that the frequency-domain parameters are particularly effective in determining the variation of rock slope stability under the seismic events with a relatively high magnitude. And the time-domain and time–frequency-domain parameters exhibit higher sensitivity in assessing the cumulative effect on the rock slope stability during continuously lower-magnitude seismic events. The instability of the rock slope continuously increased during the mainshock and the first three aftershocks, while gradually remained stable at the fourth aftershock of Luding earthquakes. Moreover, the proposed method has been successfully employed to assess the rock slope stability during the seismic events of varying magnitudes. It proves to be particularly effective for high-magnitude seismic events. The research findings provide a valuable practicable assessment method for earthquake disaster prevention strategies for actual slopes.
{"title":"Investigation on cumulative response evolution and stability assessment of rock slope under mainshock and aftershocks","authors":"Zhiyi Liao ,&nbsp;Zhengchun Jiang ,&nbsp;Ke Ma ,&nbsp;Zhiliang Gao ,&nbsp;Hu Ke ,&nbsp;Aichen Wei","doi":"10.1016/j.compgeo.2025.107092","DOIUrl":"10.1016/j.compgeo.2025.107092","url":null,"abstract":"<div><div>Landslides triggered by seismic events significantly threaten the safety of rock slopes. However, the cumulative response evolution of the rock slope under main and the subsequent aftershocks remain poorly understood. In this study, a simulation-based assessment method for assessing the rock slope stability subject to main and aftershocks was proposed. By employing transfer function, variational mode decomposition and Hilbert transform, this method can systematically describe the cumulative dynamic response evolution of rock slope during main and aftershocks from the time, frequency, and time–frequency domain, respectively. Base on this, the rock slope stability was assessed using the weighted sample entropy. The proposed assessment method was firstly applied to analyze the cumulative response evolution and rock slope stability at Dagangshan Hydropower Station during Luding earthquakes. The results shows that the frequency-domain parameters are particularly effective in determining the variation of rock slope stability under the seismic events with a relatively high magnitude. And the time-domain and time–frequency-domain parameters exhibit higher sensitivity in assessing the cumulative effect on the rock slope stability during continuously lower-magnitude seismic events. The instability of the rock slope continuously increased during the mainshock and the first three aftershocks, while gradually remained stable at the fourth aftershock of Luding earthquakes. Moreover, the proposed method has been successfully employed to assess the rock slope stability during the seismic events of varying magnitudes. It proves to be particularly effective for high-magnitude seismic events. The research findings provide a valuable practicable assessment method for earthquake disaster prevention strategies for actual slopes.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"180 ","pages":"Article 107092"},"PeriodicalIF":5.3,"publicationDate":"2025-01-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143104497","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Investigation of the protective effect of baffles against soil-rock mixture disasters using the MPM-DEM method
IF 5.3 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Pub Date : 2025-01-24 DOI: 10.1016/j.compgeo.2025.107107
Jianguo Li , Bin Wang , Jiupeng Zhang , Xue Zhang
This paper proposes a coupled Material Point Method and Discrete Element Method (MPM-DEM), where particle–particle and particle-plane contact models are formulated in a unified framework to model soil-rock-structure interactions. In this method, soil’s behavior is modeled using MPM, rock’s motion is modeled using DEM, while soil-rock and rock-rock interactions are represented by the particle–particle contact model. Soil-structure and rock-structure interactions are captured through the particle-plane contact model. This method allows for realistic modeling of the dynamic process involved in soil-rock mixture disasters, such as debris flows, and enables accurate calculation of contact forces between them and structures. The protective effect of baffles against granular flows with different rock contents and rock sizes is investigated through a flume test. Key indicators, including kinetic energy, blocked volume, and impact force, are analyzed, revealing that these factors are significantly influenced by both rock content and rock size. The findings can provide a reliable reference for the design of disaster protection structures for soil-rock mixture disasters in practical engineering.
{"title":"Investigation of the protective effect of baffles against soil-rock mixture disasters using the MPM-DEM method","authors":"Jianguo Li ,&nbsp;Bin Wang ,&nbsp;Jiupeng Zhang ,&nbsp;Xue Zhang","doi":"10.1016/j.compgeo.2025.107107","DOIUrl":"10.1016/j.compgeo.2025.107107","url":null,"abstract":"<div><div>This paper proposes a coupled Material Point Method and Discrete Element Method (MPM-DEM), where particle–particle and particle-plane contact models are formulated in a unified framework to model soil-rock-structure interactions. In this method, soil’s behavior is modeled using MPM, rock’s motion is modeled using DEM, while soil-rock and rock-rock interactions are represented by the particle–particle contact model. Soil-structure and rock-structure interactions are captured through the particle-plane contact model. This method allows for realistic modeling of the dynamic process involved in soil-rock mixture disasters, such as debris flows, and enables accurate calculation of contact forces between them and structures. The protective effect of baffles against granular flows with different rock contents and rock sizes is investigated through a flume test. Key indicators, including kinetic energy, blocked volume, and impact force, are analyzed, revealing that these factors are significantly influenced by both rock content and rock size. The findings can provide a reliable reference for the design of disaster protection structures for soil-rock mixture disasters in practical engineering.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"180 ","pages":"Article 107107"},"PeriodicalIF":5.3,"publicationDate":"2025-01-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143104494","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Efficient dictionary learning for constructing quasi-local transformation models
IF 5.3 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Pub Date : 2025-01-24 DOI: 10.1016/j.compgeo.2025.107072
Yongmin Cai , Kok-Kwang Phoon , Yu Otake , Yu Wang
This paper develops four innovative dictionary learning (DL) approaches for constructing quasi-local transformation models. Quasi-local transformation models are useful in geotechnical design at a target site to infer design parameters from site-specific measurements containing other soil/rock properties. Typically, a quasi-local transformation model is trained using a subset of database sites from a geotechnical database, selected based on their “similarity” to the target site. In previous approaches for constructing quasi-local transformation models, such as the recently developed tailored clustering enabled regionalization (TCER), uniform weights are usually assigned to the selected database sites (i.e., they are equally important to inference). Conversely, the proposed DLs allocate different weights to different database sites. In the proposed DLs, each database site is used to train a Bayesian model for drawing an atom that contains several posterior design parameter samples conditioning on the known soil/rock property data at the target site. Then several atoms are selected as the non-trivial atoms, and the quasi-local inference result is obtained by linearly superposing these non-trivial atoms with different weights. The four proposed DLs are OMP-DL, Lasso-DL, CC-DL, and TC-DL. They correspond to distinct atom selection solutions: orthogonal matching pursuit (OMP; a traditional solution for DL), the least absolute shrinkage and selection operator (Lasso), classical clustering (CC), and tailored clustering (TC). OMP and Lasso are sparsity solutions, while CC and TC are clustering solutions. Notably, clustering has not previously been applied in DL for non-trivial atom selection. TCER is utilized as the baseline solution in this study. Illustrative examples utilizing four databases indicate that TC-DL generally exhibits superior inference performance. Compared with the baseline solution, OMP-DL achieves a reduction in the root mean square error (RMSE) of inference results by 4.7% to 49.4% (averaging 19.4%), while TC-DL reduces the RMSE by 19.4% to 52.0% (averaging 34.8%).
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引用次数: 0
Insights into the strength development in cement-treated soils: An explainable AI-based approach for optimized mix design
IF 5.3 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Pub Date : 2025-01-24 DOI: 10.1016/j.compgeo.2025.107103
Muhammad Hasnain Ayub Khan, Adel Abdallah, Olivier Cuisinier
Existing empirical models for predicting the unconfined compressive strength (UCS) of cement-treated soils (CTS) are based on specific soil–cement types and a limited set of strength-controlling factors (e.g., soil properties, compaction, curing, binder dosage, etc.). While machine learning models in the literature incorporate a broader range of these factors as input features, they tend to focus on improving prediction accuracy with less emphasis on offering insights into the relative importance of these factors. This research aims at deciphering the strength development in CTS by quantitatively accessing the relative importance of strength-controlling factors and identifying the dependencies between these factors using explainable artificial intelligence (XAI). A comprehensive database of CTS was collected from the literature, covering a wide range of soil and cement types. A high-performance grid-search-optimized XGB model was developed with features related to soil classification, compaction conditions, cement types and dosage, curing time, and porosity to volumetric cement content ratio (η/Civ) used as input features to predict the UCS. The model’s reliability is evidenced by its good generalization capability on an independently generated laboratory dataset. Furthermore, the Shapley additive explanations (SHAP) helped in identifying the most influential parameters for UCS. SHAP feature dependence analysis further revealed interactions and dependencies between features, providing a deeper understanding of factors affecting the UCS. While compaction parameters were not ranked high individually, many features showed significant interaction and dependence on these parameters. These dependencies motivated developing design charts aimed at optimizing the UCS through compaction parameters. Consequently, innovative design charts were developed using artificially generated dataset, providing the possible combinations of dry density and water content to achieve the desired strength at fixed cement dosage, hence offering effective and cost-efficient solutions to soil stabilization projects.
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引用次数: 0
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Computers and Geotechnics
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