深基坑降水引起地表沉陷规律研究
Research of surface subsidence induced by deep foundation precipitation
近年来高层建筑和地下空间迅猛发展,由此产生大规模的基坑工程,基坑降水工程不可避免的引起基坑周围地面的沉降,从而影响相邻建筑物和市政管线的正常使用,甚至破坏。因此,关于深基坑降水引起地表沉降规律的研究对基坑工程的发展具有十分重要的意义。由于降水引起沉降的原因是地下水位下降导致有效应力增加,因此本文分析了降水前后土层自重有效应力的变化,并详细推导了竖向渗流条件下均质土中有效应力变化的公式。在分析土层有效应力变化的基础上,本文总结了降水引起沉降的常用计算方法,并重点论述了分层总和法和固结沉降法。 通过工程实例,运用数值模拟方法,由模拟结果看出,降水引起基坑周围地表沉降曲线呈漏斗状,基坑边沉降量大,远处沉降量小,又分析了沉降的几个主要影响因素。
hese years,tall buildings and under-ground-space are blooming and lots of foundation pits arise.But foundation pit dewatering will inevitably result in the ground around it settle which will destroy the under-ground pipes even the buildings around.Therefore,the analysis of settlement induced by dewatering is significant.Because the ground settlement is the result of the soil effective-stress increase caused by dewatering ,the paper analyses the changes of soil effective stress before and after dewatering and deduces the formula of the change of effective-stress in the same soil.On the basis of the analysis of soil effective stress, summarization of settlement induced by dewatering is expounded in this paper.The calculation method of dewatering and settlement are used systematically with examples.Carry out the numerical modeling method, from the curves we can get the law of the settlement.The curve looks like a funnel,the settlement near the pit is considerable and the settlement far from it is small,the foremost influcencing factors are analyzed also.
杨冬鹏、孙维吉、梁冰
地基基础工程建筑基础科学水利工程基础科学
基坑降水有效应力沉降量
foundation pit dewateringeffective stresssettlement dewatering
杨冬鹏,孙维吉,梁冰.深基坑降水引起地表沉陷规律研究[EB/OL].(2007-08-24)[2025-05-28].http://www.paper.edu.cn/releasepaper/content/200708-371.点此复制
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