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预压地基中止加固的综合判定
引用本文:娄炎.预压地基中止加固的综合判定[J].水利水运工程学报,2010,0(4).
作者姓名:娄炎
作者单位:南京水利科学研究院;
摘    要:首先阐明了软基等载与超载预压的概念及工后沉降的组成,然后从土力学压缩与固结的基本原理出发,推导出能考虑等载、超载与固结度对工后沉降影响的工后主固结沉降计算式,通过预压类型系数Φ和固结度Ut把单纯考虑等载、超载工况及加固时间影响的工后主固结沉降各计算式统一于该式.式中的最终沉降量、沉降速率和β值都通过实测沉降曲线或沉降速率曲线求得,各参数间满足时间相一致的原则.利用该式对两个工程实例进行了推算,推算结果接近于实际观测值.

关 键 词:预压加固    工后沉降    超载预压    预压中止    主固结    综合判定

Comprehensive determination method of preloading discontinued on soft foundation
LOU Yan.Comprehensive determination method of preloading discontinued on soft foundation[J].Hydro-Science and Engineering,2010,0(4).
Authors:LOU Yan
Affiliation:LOU Yan(Nanjing Hydraulic Research Institute,Nanjing 210029,China)
Abstract:This paper puts forward a new calculation method of post-construction settlement for improving soft foundation by preloading.The author first clarifies the definition of preloading soft foundation by equivalent embankment weight load and over load,and the composition of post-construction settlement,and then derives the calculation formula on post-construction primary consolidation settlement from the basic principle of soil mechanics on compression and consolidation.Considering equivalent weight load,over l...
Keywords:preloading stabilization  post-construction settlement  over surcharge preloading  preloading discontinued  primary consolidation  comprehensive determination  
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