A Lower Bound Estimate of the Bearing Capacity of Foundations on Inherently Anisotropic Sands Implementing the Fabric Tensor
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-022-02308-1.pdf
Reference62 articles.
1. Azami A, Pietruszczak S, Guo P (2010) Bearing capacity of shallow foundations in transversely isotropic granular media. Int J Numer Anal Methods Geomech 34(8):771–793
2. Brinch Hansen J (1970) A revised and extended formula for bearing capacity. Danish Geotech Inst Copenhagen, Bull 28:5–11
3. Bolton MD, Lau CK (1993) Vertical bearing capacity factors for circular and strip footings on Mohr-Coulomb soil. Can Geotech J 30(6):1024–1033
4. Bottero A, Negre R, Pastor J, Turgeman S (1980) Finite element method and limit analysis theory for soil mechanics problems. Comput Methods Appl Mech Eng 22(1):131–149
5. Casagrande A, Carillo N (1944) Shear failure of anisotropic materials. J Boston Soc Civ Eng 31(4):74–81
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. A Lower Bound Estimate of the Bearing Capacity of Foundations on Inherently Anisotropic Sands: Verification with 100 Case Studies;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-07-20
2. A Lower Bound Estimate of the Bearing Capacity of Foundations on Inherently Anisotropic Sands: Verification with 100 Case Studies;2024-02-26
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