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On the Dynamic Response of Flexible Dual Row Retaining Walls in Dry Sand 干沙中柔性双排挡土墙动力响应研究
IF 5.8 1区 工程技术 Q1 Earth and Planetary Sciences Pub Date : 2021-07-27 DOI: 10.1680/JGEOT.19.P.189
S. Madabhushi, S. Haigh
Dual row retaining walls can be utilised to form embankment structures for protection against tsunamis or as port structures. The dynamic response of these walls involves a complex interaction betw...
双排挡土墙可用于形成防御海啸的堤坝结构或用作港口结构。这些墙的动力响应涉及到它们之间的复杂相互作用。。。
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引用次数: 1
Numerical simulation of underground excavations in an indurated clay using nonlocal regularisation. Part 2: sensitivity analysis 使用非局部正则化的硬化粘土地下开挖的数值模拟。第2部分:敏感性分析
IF 5.8 1区 工程技术 Q1 Earth and Planetary Sciences Pub Date : 2021-07-27 DOI: 10.1680/JGEOT.20.P.247
Miguel A. Mánica, A. Gens, J. Vaunat, G. Armand, M. Vu
A sensitivity study is presented to evaluate the influence of different parameters on the simulation of an underground excavation in the Callovo-Oxfordian (COx) argillaceous formation performed in ...
通过敏感性研究,评估了不同参数对模拟卡洛沃-牛津(COx)泥质地层地下开挖的影响。。。
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引用次数: 3
Numerical simulation of underground excavations in an indurated clay using nonlocal regularisation. Part 1: formulation and base case 使用非局部正则化的硬化粘土地下开挖的数值模拟。第1部分:配方和基本情况
IF 5.8 1区 工程技术 Q1 Earth and Planetary Sciences Pub Date : 2021-07-27 DOI: 10.1680/JGEOT.20.P.246
Miguel A. Mánica, A. Gens, J. Vaunat, G. Armand, M. Vu
The paper presents the numerical simulation of an underground excavation in the Callovo-Oxfordian argillaceous formation, performed in the Meuse/Haute-Marne underground research laboratory, within ...
本文介绍了在Meuse/Haute Marne地下研究实验室进行的Callovo-Oxfordian泥质地层地下开挖的数值模拟。。。
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引用次数: 17
Discussion: Results of a critical state line testing round robin programme 讨论:临界状态线测试循环程序的结果
IF 5.8 1区 工程技术 Q1 Earth and Planetary Sciences Pub Date : 2021-07-16 DOI: 10.1680/JGEOT.20.D.002
D. Reid, A. Fourie, J. Ayala, Simon Dickinson, F. Ochoa-Cornejo, R. Fanni, Juan Garfias, A. Fonseca, M. Ghafghazi, Carlos Ovalle, M. Riemer, A. Rismanchian, Roberto Olivera, G. Suazo, L. Torres-Cruz
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引用次数: 0
Bio-inspired geotechnical engineering: principles, current work, opportunities and challenges 生物启发岩土工程:原理、当前工作、机遇和挑战
IF 5.8 1区 工程技术 Q1 Earth and Planetary Sciences Pub Date : 2021-05-27 DOI: 10.1680/JGEOT.20.P.170
Alejandro Martinez, J. DeJong, I. Akin, A. Aleali, C. Arson, J. Atkinson, P. Bandini, T. Baser, R. Borela, R. Boulanger, M. Burrall, Yuyan Chen, C. Collins, Douglas D. Cortes, S. Dai, T. Dejong, E. Del Dottore, K. Dorgan, R. Fragaszy, J. D. Frost, R. Full, M. Ghayoomi, D. Goldman, N. Gravish, Ivan L. Guzman, J. Hambleton, E. Hawkes, Michael E. Helms, D. Hu, Lin Huang, Sichuan Huang, C. Hunt, D. Irschick, Hai Lin, Bret N. Lingwall, Alen Marr, B. Mazzolai, Benjamin W. McInroe, T. Murthy, K. O’Hara, M. Porter, S. Sadek, M. Sánchez, C. Santamarina, L. Shao, J. Sharp, Hannah Stuart, H. Stutz, A. Summers, Julian Tao, M. Tolley, Laura K. Treers, Kurtis F. Turnbull, Rogelio Valdes, L. V. van Paassen, G. Viggiani, Danielle T. Wilson, Wei Wu, Xiong Yu, Junxing Zheng
This paper is the product of the 1st International Workshop on Bio-Inspired Geotechnics, held in May 2019 in Pacific Grove, California, USA. The 1st International Workshop on Bio-inspired Geotechnics was funded in part by the US National Science Foundation under Grant No. CMMI-1821029 and the NSF-funded Center for Biomediated and Bioinspired Geotechnics (CBBG) under Grant No. EEC-1449501. Any opinions, findings and conclusions or recommendations expressed in these materials are those of the author(s) and do not necessarily reflect the views of the National Science Foundation.
本文是2019年5月在美国加利福尼亚州太平洋格罗夫举行的第一届生物启发性岩土工程国际研讨会的成果。第一届生物启示性岩土技术国际研讨会部分由美国国家科学基金会资助,批准号为CMMI-1821029,美国国家科学院资助的生物介导和生物启发性土工技术中心(CBBG)批准号为EEC-1449501。这些材料中表达的任何意见、发现、结论或建议都是作者的意见、发现和结论或建议,不一定反映国家科学基金会的观点。
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引用次数: 45
Static and seismic bearing capacity of shallow strip foundations on slopes 斜坡上浅条形基础的静力和地震承载力
IF 5.8 1区 工程技术 Q1 Earth and Planetary Sciences Pub Date : 2021-04-06 DOI: 10.1680/JGEOT.20.P.044
O. Casablanca, G. Biondi, E. Cascone, G. D. Filippo
In this paper the static and seismic values of bearing capacity factors for shallow strip foundations adjacent to slopes have been evaluated using the method of characteristics, accounting, through...
本文采用特征值法、会计法、渗透法等方法,对临坡浅条形基础承载力系数的静力值和地震值进行了评价。
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引用次数: 14
Oblique bearing capacity of shallow foundations placed near slopes determined by the method of rigorous characteristics 用严格特性法确定边坡附近浅基础的斜向承载力
IF 5.8 1区 工程技术 Q1 Earth and Planetary Sciences Pub Date : 2021-03-30 DOI: 10.1680/JGEOT.20.P.355
Chengchao Li, Y. Guan, P. Jiang, Xun Han
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引用次数: 10
Foam-induced high gas pressures in wet municipal solid waste landfills 湿城市固体废物填埋场中泡沫引起的高气压
IF 5.8 1区 工程技术 Q1 Earth and Planetary Sciences Pub Date : 2021-03-29 DOI: 10.1680/JGEOT.19.P.219
H. Ke, Jie Hu, Yun-min Chen, J. Lan, L. Zhan, Meng Meng, Yi Qing Yang, Yu Chao Li
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引用次数: 2
An extended Prandtl solution for analytical modelling of the bearing capacity of a shallow foundation on a spatially variable undrained clay 空间可变不排水粘土上浅基础承载力分析模型的扩展Prandtl解
IF 5.8 1区 工程技术 Q1 Earth and Planetary Sciences Pub Date : 2021-03-24 DOI: 10.1680/JGEOT.20.P.118
Jinhui Li, Chenglong Wu, W. Luo, Luwei Sun, D. White
Classical bearing capacity theory was developed mainly based on spatially uniform soil properties, which cannot account for the influence of inherent soil variability. If the soil strength is heter...
经典承载力理论主要基于空间均匀的土壤特性,不能考虑土壤固有变异性的影响。如果土壤强度较高。。。
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引用次数: 5
Influence of creep on the small-strain stiffness of sand–rubber mixtures 蠕变对砂胶混合料小应变刚度的影响
IF 5.8 1区 工程技术 Q1 Earth and Planetary Sciences Pub Date : 2021-03-23 DOI: 10.1680/JGEOT.20.P.208
Yubao Tian, K. Senetakis
A series of bender element tests was carried out to investigate the variation of small-strain stiffness (Gmax) of sand–granulated rubber mixtures under long-term loading. Comparisons were made usin...
为研究砂粒橡胶混合料在长期荷载作用下的小应变刚度(Gmax)变化规律,进行了一系列弯曲单元试验。比较是用……
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引用次数: 13
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