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Evaluation of shallow foundation bearing capacity in the case of a two-layered soil and spatial variability in soil strength parameters

机译：在土壤强度参数的两层土壤和空间变异的情况下对浅层基础承载力的评价

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Marcin Chwała; Wojciech Puła;
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1. Evaluation of shallow foundation bearing capacity in the case of a two-layered soil and spatial variability in soil strength parameters [J] . Marcin Chwa?a, Wojciech Pu?a PLoS One . 2020,第4期

机译：在土壤强度参数中两层土壤和空间变异性的情况下浅基础承载力评价
2. Evaluation of the Seismic Bearing Capacity of Shallow Foundations Located on the Two-Layered Clayey Soils [J] . Jahani M., Oulapour M., Haghighi A. Iranian Journal of Science and Technology, Transactions of Civil Engineering . 2019,第1期

机译：双层黏土上浅层地基的地震承载力评估
3. Evaluation of the Seismic Bearing Capacity of Shallow Foundations Located on the Two-Layered Clayey Soils [J] . Jahani M., Oulapour M., Haghighi A. Iranian Journal of Science and Technology, Transactions of Civil Engineering . 2019,第1期

机译：评价位于两层粘土土壤浅层基础的地震承载力
4. Bearing Capacity Assessment of a Shallow Foundation on a Two-Layered Soil Using the Random Finite Element Method [C] . L. Zaskorski, W. Pula, D.V. Griffiths Sessions of Geo-Risk . 2017

机译：基于随机有限元法的两层土层浅基础承载力评估
5. Ultimate bearing capacity of shallow foundations on layered soils. [D] . Abou Farah, Carlos. 2004

机译：层状土壤上浅层基础的极限承载力。
6. Evaluation of shallow foundation bearing capacity in the case of a two-layered soil and spatial variability in soil strength parameters [O] . Marcin Chwała, Wojciech Puła 2020

机译：在土壤强度参数的两层土壤和空间变异的情况下对浅层基础承载力的评价
7. The Effect of Mechanical Anisotropy and Heterogeneity of Shear Strength Parameters of Soils on Drained Bearing Capacity of Shallow Foundations [O] . R. Jamshidi Chenari, A Mahigir 2017

机译：土壤剪切强度参数机械各向异性和异质性对浅基础排水承载力的影响
8. Numerical Studies of the Bearing Capacity of Shallow Foundations on Cohesive Soil Subjected to Combined Loading [R] . Taiebat, H. A., Carter, J. P. 1999

机译：粘性土地基上浅基础承载力的数值研究

Evaluation of shallow foundation bearing capacity in the case of a two-layered soil and spatial variability in soil strength parameters

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