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Journal of Rock Mechanics and Geotechnical Engineering最新文献

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Slope stability of reclaimed coal mines through a new water filling index 通过新的充水指数确定复垦煤矿的边坡稳定性
IF 7.3 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2023-12-01 DOI: 10.1016/j.jrmge.2023.08.022
A. Mikroutsikos, A. Theocharis, N. Koukouzas, I. Zevgolis
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引用次数: 0
Predicting dynamic compressive strength of frozen-thawed rocks by characteristic impedance and data-driven methods 用特征阻抗和数据驱动法预测冻融岩石的动态抗压强度
IF 7.3 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2023-12-01 DOI: 10.1016/j.jrmge.2023.09.017
Shengtao Zhou, Zong-Xian Zhang, Xuedong Luo, Yifan Huang, Zhi Yu, Xiaowei Yang
{"title":"Predicting dynamic compressive strength of frozen-thawed rocks by characteristic impedance and data-driven methods","authors":"Shengtao Zhou, Zong-Xian Zhang, Xuedong Luo, Yifan Huang, Zhi Yu, Xiaowei Yang","doi":"10.1016/j.jrmge.2023.09.017","DOIUrl":"https://doi.org/10.1016/j.jrmge.2023.09.017","url":null,"abstract":"","PeriodicalId":54219,"journal":{"name":"Journal of Rock Mechanics and Geotechnical Engineering","volume":"158 ","pages":""},"PeriodicalIF":7.3,"publicationDate":"2023-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139023717","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 approach for determination of lateral limit angle in kinematic planar sliding analysis for rock slopes 在岩石斜坡运动学平面滑动分析中确定横向极限角的方法
IF 7.3 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2023-12-01 DOI: 10.1016/j.jrmge.2023.09.013
Xiaojuan Yang, Jie Hu, Honglei Sun, Jun Zheng
{"title":"An approach for determination of lateral limit angle in kinematic planar sliding analysis for rock slopes","authors":"Xiaojuan Yang, Jie Hu, Honglei Sun, Jun Zheng","doi":"10.1016/j.jrmge.2023.09.013","DOIUrl":"https://doi.org/10.1016/j.jrmge.2023.09.013","url":null,"abstract":"","PeriodicalId":54219,"journal":{"name":"Journal of Rock Mechanics and Geotechnical Engineering","volume":"109 ","pages":""},"PeriodicalIF":7.3,"publicationDate":"2023-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139026382","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
The formation of orthogonal joint systems and cuboidal blocks: New insights gained from flat-lying limestone beds in the region of Havre-Saint-Pierre (Quebec, Canada) 正交节理系统和长方体块体的形成:从Havre Saint-Pierre(加拿大魁北克)地区平坦的石灰岩床中获得的新见解
IF 7.3 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2023-12-01 Epub Date: 2023-04-20 DOI: 10.1016/j.jrmge.2023.03.012
Shaocheng Ji , Yvéric Rousseau , Denis Marcotte , Noah John Phillips

Vertical orthogonal joints are a common feature in shallow crustal rocks. There are several competing theories for their formation despite the ubiquity. We examined the exceptional exposures of orthogonal joints in flat-lying Ordovician limestone beds from the Havre-Saint-Pierre Region in Quebec, Canada (north shore of Saint-Lawrence River) to test conceptual models of joint formation in a natural setting. In the region, the spacing of cross-joints is consistently larger than the spacing of systematic joints by a factor of 1.5 approximately. The joint-spacing-to-bed-thickness ratios (s/t) are much larger in these beds (s/t = 4.3 for systematic joints, and 6.4 for cross-joints) than those in higher strained strata along the south shore of the Saint-Lawrence River (s/t = 1), highlighting the effect of tectonic strain in decreasing fracture spacing and block size. The high values of s/t indicate that cross-joint formation was unlikely caused by a switch from compression to tension once a critical s/t ratio for systematic joints was reached (as hypothesized in previous studies). We proposed a new model for the formation of orthogonal joint systems where the principal stress axes locally switch during the formation of systematic fractures. The presence of ladder-shaped orthogonal joints suggests a state of effective stress with σ1∗≫0 > σ2∗>σ3∗ and where σ2∗-σ3∗ is within the range of fracture strength variability at the time of fracture. This research provides a new mechanical model for the formation of orthogonal joint systems and cuboidal blocks.

垂直正交节理是浅层地壳岩石的共同特征。尽管它们无处不在,但关于它们的形成有几种相互竞争的理论。我们研究了加拿大魁北克省Havre-Saint-Pierre地区(圣劳伦斯河北岸)平坦的奥陶系灰岩层中正交节理的特殊暴露,以测试自然环境中节理形成的概念模型。在该区域内,交叉节理间距始终大于系统节理间距约1.5倍。这些层的节理间距/层厚比(s/t)(系统节理为4.3,交叉节理为6.4)远大于圣劳伦斯河南岸高应变地层(s/t = 1),突出了构造应变对减小裂缝间距和块体尺寸的作用。高s/t值表明,一旦达到系统关节的临界s/t比(如先前研究假设的那样),从压缩到拉伸的转换不太可能导致交叉关节形成。我们提出了一个新的正交节理系统形成模型,其中主应力轴在系统裂缝形成过程中局部切换。阶梯形正交节理的存在表明其有效应力状态为σ1∗> 0 >σ2∗>σ3∗,其中σ2∗-σ3∗在断裂时的断裂强度变化范围内。该研究为正交节理体系和立方体砌块的形成提供了一种新的力学模型。
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引用次数: 1
Performance assessment of borehole arrangements for the design of rectangular shallow foundation systems 矩形浅基础体系设计钻孔布置的性能评价
IF 7.3 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2023-12-01 Epub Date: 2023-07-10 DOI: 10.1016/j.jrmge.2023.05.009
Marcin Chwała , Danko J. Jerez , Hector A. Jensen , Michael Beer

This study proposes a framework to evaluate the performance of borehole arrangements for the design of rectangular shallow foundation systems under spatially variable soil conditions. Performance measures are introduced to quantify, for a fixed foundation layout and given soil sounding locations, the variability level of the foundation system bearing capacities in terms of their mean values and standard deviations. To estimate these measures, the recently proposed random failure mechanism method (RFMM) has been adopted and extended to consider any arrangement of rectangular foundations and boreholes. Hence, three-dimensional bearing capacity estimation under spatially variable soil can be efficiently performed. Several numerical examples are presented to illustrate the applicability of the proposed framework, including diverse foundation arrangements and different soil correlation structures. Overall, the proposed framework represents a potentially useful tool to support the design of geotechnical site investigation programs, especially in situations where very limited prior knowledge about the soil properties is available.

本研究提出了一个框架来评估空间可变土壤条件下矩形浅基础系统设计的钻孔布置性能。对于固定的基础布局和给定的土壤测深位置,引入性能度量来量化基础系统承载力的变化水平,以其平均值和标准差表示。为了估计这些措施,采用了最近提出的随机破坏机制方法(RFMM),并将其扩展到考虑矩形基础和钻孔的任何布置。因此,可以有效地进行空间变土条件下的三维承载力估算。通过几个数值算例,包括不同的基础布置和不同的土壤相关结构,来说明所提出框架的适用性。总的来说,提出的框架代表了一个潜在的有用工具,以支持岩土工程现场调查计划的设计,特别是在对土壤性质的先验知识非常有限的情况下。
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引用次数: 2
Macro-micro behaviors and failure mechanism of frozen weakly cemented mudstone 冷冻弱胶结泥岩的宏观-微观行为和破坏机理
IF 7.3 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2023-12-01 DOI: 10.1016/j.jrmge.2023.06.024
Xianzhou Lyu, Jijie Du, Hao Fu, Dawei Lyu, Weiming Wang
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引用次数: 0
Stabilisation of estuarine sediments with an alkali-activated cement for deep soil mixing applications 使用碱活性水泥稳定河口沉积物,用于深层土壤混合应用
IF 7.3 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2023-12-01 DOI: 10.1016/j.jrmge.2023.08.020
C. Pinheiro, S. Rios, A. Viana da Fonseca, N. Cristelo
{"title":"Stabilisation of estuarine sediments with an alkali-activated cement for deep soil mixing applications","authors":"C. Pinheiro, S. Rios, A. Viana da Fonseca, N. Cristelo","doi":"10.1016/j.jrmge.2023.08.020","DOIUrl":"https://doi.org/10.1016/j.jrmge.2023.08.020","url":null,"abstract":"","PeriodicalId":54219,"journal":{"name":"Journal of Rock Mechanics and Geotechnical Engineering","volume":"17 5","pages":""},"PeriodicalIF":7.3,"publicationDate":"2023-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"138621047","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 multifunctional shear apparatus for rocks subjected to true triaxial stress and high temperature in real-time 用于实时承受真实三轴应力和高温的岩石的多功能剪切设备
IF 7.3 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2023-12-01 DOI: 10.1016/j.jrmge.2023.10.006
Jun Zhao, Xia-Ting Feng, Jia-Rong Wang, Liang Hu, Yue Guo
{"title":"A multifunctional shear apparatus for rocks subjected to true triaxial stress and high temperature in real-time","authors":"Jun Zhao, Xia-Ting Feng, Jia-Rong Wang, Liang Hu, Yue Guo","doi":"10.1016/j.jrmge.2023.10.006","DOIUrl":"https://doi.org/10.1016/j.jrmge.2023.10.006","url":null,"abstract":"","PeriodicalId":54219,"journal":{"name":"Journal of Rock Mechanics and Geotechnical Engineering","volume":"9 5‐6","pages":""},"PeriodicalIF":7.3,"publicationDate":"2023-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"138626110","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
Hydromechanical characterization of gas transport amidst uncertainty for underground nuclear explosion detection 用于地下核爆炸探测的不确定性气体输送的水力机械特性分析
IF 7.3 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2023-12-01 DOI: 10.1016/j.jrmge.2023.09.018
Wenfeng Li, Chelsea W. Neil, J. W. Carey, Meng Meng, L. Frash, P. H. Stauffer
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引用次数: 0
Evaluation of the coefficient of lateral stress at rest of granular materials under repetitive loading conditions 评估重复加载条件下颗粒材料静止时的横向应力系数
IF 7.3 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2023-12-01 DOI: 10.1016/j.jrmge.2023.07.024
Heerym Han, Hyunwook Choo, Junghee Park
{"title":"Evaluation of the coefficient of lateral stress at rest of granular materials under repetitive loading conditions","authors":"Heerym Han, Hyunwook Choo, Junghee Park","doi":"10.1016/j.jrmge.2023.07.024","DOIUrl":"https://doi.org/10.1016/j.jrmge.2023.07.024","url":null,"abstract":"","PeriodicalId":54219,"journal":{"name":"Journal of Rock Mechanics and Geotechnical Engineering","volume":"259 ","pages":""},"PeriodicalIF":7.3,"publicationDate":"2023-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139019882","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
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Journal of Rock Mechanics and Geotechnical Engineering
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