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南京长江漫滩地层中地铁结构的沉降分析
引用本文:黄广龙,卫敏,韩爱民,梅国雄.南京长江漫滩地层中地铁结构的沉降分析[J].水文地质工程地质,2006,33(3):112-116.
作者姓名:黄广龙  卫敏  韩爱民  梅国雄
作者单位:南京工业大学土木工程学院,南京,210009
基金项目:中国科学院资助项目;教育部霍英东教育基金
摘    要:南京地铁西延线位于长江漫滩饱和软粘土地层中,地铁施工完成后隧道结构出现了较大的沉降和差异沉降.本文首先提出了可能导致地铁结构产生沉降变形的因素有四个:施工因素、地质因素、堆载因素以及降水因素,然后详细分析了每个因素对隧道结构下沉的影响程度,找出了隧道结构产生沉降和不均匀沉降的主要原因.

关 键 词:地下铁道  明挖法  地基加固  沉降变形  差异沉降
文章编号:1000-3665(2006)03-0112-05
收稿时间:2005-06-22
修稿时间:2005-08-02

Analysis on the subsidence of tunnel foundation in Nanjing Yangtze River valley flat
HUANG Guang-long,WEI min,HAN Ai-min,MEI Guo-xiong.Analysis on the subsidence of tunnel foundation in Nanjing Yangtze River valley flat[J].Hydrogeology and Engineering Geology,2006,33(3):112-116.
Authors:HUANG Guang-long  WEI min  HAN Ai-min  MEI Guo-xiong
Institution:College of Civil Engineering, Nanjing University of Technology, Nanjing 210009, China
Abstract:Obvious and different settlements happened in the west extension of the subway that is located in the stratum of Yangtze River valley flat after the construction of the subway tunneling.This paper proposes the reason why the subway structure generated the obvicus subsidence,probably due to four factors: construction factor,geological factor,loading factor and dewatering factor.Furthermore,the paper expounds the degree of settlement which was affected by each factor under the subway structure,and summaries the main reason of the obvious subsidence.
Keywords:subway tunnel  open excavation  foundation strengthen  subsidence distortion  different subsidence
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