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软土地基沉降计算的误差分析
引用本文:杨克志,仇寅生.软土地基沉降计算的误差分析[J].安徽地质,2002,12(4):313-315.
作者姓名:杨克志  仇寅生
作者单位:安徽省宣城市公路局宁国分局,安徽,宁国,242300
摘    要:对引起路堤荷载下软土地基沉降从竖应力、固结沉降、瞬时沉降和后期沉降的计算四个方面,常见计算方法误差的诸多因素,从受力、沉降原理上进行了详细分析并提出一些建议,以使沉降更为接近实际.

关 键 词:分层总和法  瞬时沉降  双曲线法
文章编号:1005-6157(2002)04-0313-03
修稿时间:2002年8月9日

ERROR ANALYSIS ON THE CALCULATION OF SOFT EARTH FOUNDATION SUBSIDENCE
YANG Ke-zhi,QIU Yin-sheng.ERROR ANALYSIS ON THE CALCULATION OF SOFT EARTH FOUNDATION SUBSIDENCE[J].Geology of Anhui,2002,12(4):313-315.
Authors:YANG Ke-zhi  QIU Yin-sheng
Abstract:The paper made detailed analysis on the soft earth foundation subsidence under the load of road dam from the aspects of vertical stress, consolidation settlement, instant settlement and post-work settlement as well as commonly seen calculation errors and force bom and settling principle, then give relevant suggestions as to make the calculated subsidence approach the reality.
Keywords:layered sum method  instant settlement  twin-curve method  
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