Model tests on bearing characteristics of pile foundation in expansive soil foundation under vertical loadings
Based on the self-developed multi-directional load system for piles a series of model tests are carried out to study the behaviors of compressive and uplift loaded piles in expansive soils with two states of optimal water content and full saturation. The test results show that the change of water co...
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| Format: | Artigo |
| Jezik: | Inglês |
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Editorial Office of Chinese Journal of Geotechnical Engineering
2019-07-01
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| Serija: | Yantu gongcheng xuebao |
| Teme: | |
| Online dostop: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE2019S2019 |
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