Slip-line Solution to Ultimate Bearing Capacity of Shallow Strip Footings
[Introduction] Based on the limit equilibrium theory, an accurate approach is proposed to solve the ultimate bearing capacity of shallow strip footings under general conditions. [Method] The foundation soil is considered to be an ideal elastic-plastic material, which obeys the Mohr-Coulomb yield cri...
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| Format: | Article |
| Language: | English |
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Energy Observer Magazine Co., Ltd.
2019-12-01
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| Series: | 南方能源建设 |
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| Online Access: | https://www.energychina.press/en/article/doi/10.16516/j.gedi.issn2095-8676.2019.04.003 |