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Discussion on size effect of footing in ultimate bearing capacity of sandy soil using rigid plastic finite element method

机译：用刚性塑性有限元方法探讨桩基尺寸对砂土极限承载力的影响。

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Nguyen Du L.; Ohtsuka S.; Hoshina T.; Isobe K.;
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1. Discussion on size effect of footing in ultimate bearing capacity of sandy soil using rigid plastic finite element method [J] . Nguyen Du L., Ohtsuka S., Hoshina T., Soils and foundations . 2016,第1期

机译：用刚性塑性有限元方法探讨立足尺寸对砂土极限承载力的影响。
2. Discussion of 'Bearing Capacity of Strip Footings on Anisotropic Soils by the Finite Elements and Linear Programming' by Mehdi Veiskarami, Reza Jamshidi Chenari, and Amir Arsalan Jameei [J] . Jameei Amir Arsalan, Chenari Reza Jamshidi, Veiskarami Mehdi International journal of geomechanics . 2019,第11期

机译：Mehdi Veiskarami，Reza Jamshidi Chenari和Amir Arsalan Jameei对“各向异性土上条形脚的承载力的有限元和线性规划”的讨论
3. Ultimate Bearing Capacity of Rigid Footing on Two-Layered Soils of Sand-Clay [J] . Pham Quang N., Ohtsuka Satoru International journal of geomechanics . 2021,第7期

机译：刚性基于砂砾两层土壤刚性轴承的终极承载力
4. The Plastic Behavior and Ultimate Bearing Capacity of Spread Footings on Inhomogeneous Cohesive Soils [C] . Chao-Ming Chi, Zheng-Shan Lin, Pu-Yuan Huang International Ocean and Polar Engineering Conference;International Society of Offshore and Polar Engineers . -1

机译：不均匀凝聚土壤蔓延煤层的塑性行为和终极承载力
5. Bearing capacity and settlement behaviour of footings subjected to static and seismic loading conditions in unsaturated sandy soils. [D] . Mohamed, Fathi Mohamed Omar. 2014

机译：在非饱和砂土中承受静力和地震载荷的基础的承载力和沉降特性。
6. The bearing capacity factor Nγ of strip footings on c–ϕ–γ soil using the method of characteristics [O] . Dongdong Han, Xinyu Xie, Lingwei Zheng, -1

机译：特征法计算地基在c–ϕ–γ土壤上的承载力因子Nγ
7. ANALYSIS OF ULTIMATE BEARING CAPACITY OF FOOTING OF TWO LAYERED CLAYEY SOIL SYSTEM BY RIGID PLASTIC FINITE ELEMENT METHOD [O] . Kazuhiro KANEDA, Tomohiro TANIKAWA, Junji HAMADA, 2013

机译：刚性塑料有限元法测定两层粘土系统脚踏轴承极限承载力分析

Discussion on size effect of footing in ultimate bearing capacity of sandy soil using rigid plastic finite element method

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