摘要
通过多桩复合地基室内模型载荷试验,观测了多桩复合地基中桩土的应力分配关系,并分析了多桩复合地基中的桩及桩间土的受力特性,为多桩复合地基的进一步研究与工程实践提供了依据。
Based on the loading test data on multi-type-pile composite subgrade,stress of pile tips and stress of soil among piles are measured.The behavior of piles and soil in the multi-type-pile composite subgrade with load has also been analyzed. The results may give some help to the devlopment of design and practice of its new type composite subgrade.
出处
《山西建筑》
2016年第11期71-72,共2页
Shanxi Architecture
关键词
多桩复合地基
模型试验
荷载分担比
桩土应力比
multi-type-pile composite subgrade
model test
load sharing ratio
pile-soil stress ratio
