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摘要: 结合由变形控制设计水泥土桩复合地基的实践经验,将Mindlin应力解用于变形计算中,并考虑水泥土桩的临界桩长,提出了一种按三层地基模式计算水泥土桩复合地基变形的方法。Abstract: Based on engineering experience, a three-layered foundation model for settlement calculation of cement-soil compote foundation is proposed, in which MINDLIN stress solution is applied and the critical length of cement-soil pile is also taken into account.
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Key words:
- cement-soil pile /
- composite foundation /
- MINDLIN solution
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