摘要
对最近理论界提出的两种布桩方式的优缺点进行了分析,对在筏板基础中应用疏桩基础进行了可行性分析,对于疏桩基础可能产生过大沉降的弱点提出了处理措施,以满足建筑物对沉降的要求。
Analyzing the advantage and disadvantage of two disposing pile fashions, which is put forward by theory group recently. It studies the feasibility analysis for using sparse pile foundation in the raft foundation. For sparse pile foundation may bring much settlement, it points out processing methods for fulfilling the settlement of the building.
出处
《山西建筑》
2007年第32期25-26,共2页
Shanxi Architecture
基金
陕西省自然基金项目(项目编号:2007E202)
关键词
桩筏基础
疏桩基础
受力特性
减沉措施
pile and raft foundation, sparse pile foundation, stress character, the measure of reducing settlement