摘要
根据灰工挤密桩复合地基的桩土应力比测试资料 ,分析了桩间土的实际受力状况 ,提出了复合地基的湿陷性评价方法。
This paper recommands a method to evaluate the collapsibility of the composite foundation by analyzing the real stress state of the pile surrouding soils in accordance with the measured data of the pile/soil stress ratio for the composite foundation with which the lime-soil compaction pile is used.
出处
《电力勘测设计》
2001年第1期20-22,共3页
Electric Power Survey & Design
关键词
复合地基
桩土应力比
湿陷性
composite foundation
pile/soil stress ratio
соllapsibility
