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西安地铁二号线沿线地裂缝未来位错量估算及工程分级
引用本文:黄强兵,彭建兵,范文,门玉明,张家明.西安地铁二号线沿线地裂缝未来位错量估算及工程分级[J].力学学报,2007,15(4):469-474.
作者姓名:黄强兵  彭建兵  范文  门玉明  张家明
作者单位:1. 长安大学地质工程系国土资源部岩土工程开放研究实验室,西安710054; 2. 西部地质资源与地质工程教育部重点实验室,西安710054; 3. 机械工业勘察设计研究院,西安710043
基金项目:国土资源大调查项目(1212010641403);国家西部交通建设科技项目(200431881211);长安大学科学基金项目(06Q08).
摘    要:地裂缝在地铁设计使用期内的最大垂直位错量是西安地铁二号线穿越地裂缝结构设计的一个十分重要的参数。本文以历史水准监测资料为基础,分析了西安地铁二号线沿线各地裂缝在不同历史阶段的活动特征与活动原因,对各地裂缝的未来活动趋势进行了预测。然后通过基于不同时间段地裂缝活动速率的最大垂直位错量估算结果的对比分析,得出了地铁设计使用期内各条地裂缝与地铁交汇点处地裂缝的最大垂直位错量,并以此为依据,将西安地铁二号线沿线地裂缝分为Ⅰ、Ⅱ、Ⅲ和Ⅳ级等4个工程级别。

关 键 词:西安地铁  地裂缝  活动趋势  最大垂直位错量  工程分级
收稿时间:2006-11-25
修稿时间:2007-01-18

ESTIMATION OF THE MAXIMUM DISPLACEMENT OF GROUND FISSURES ALONG XI’AN METRO LINE 2 AND ITS ENGINEERING CLASSIFICATION
HUANG Qiangbing,PENG Jianbing,FAN Wen,MEN Yuming,ZHANG Jiaming.ESTIMATION OF THE MAXIMUM DISPLACEMENT OF GROUND FISSURES ALONG XI’AN METRO LINE 2 AND ITS ENGINEERING CLASSIFICATION[J].chinese journal of theoretical and applied mechanics,2007,15(4):469-474.
Authors:HUANG Qiangbing  PENG Jianbing  FAN Wen  MEN Yuming  ZHANG Jiaming
Institution:1. Open Research Laboratory of Geotechnical Engineering Under the Ministry of Land Resources,Chang’an University,Xi’an 710054; 2. Key Laboratory of Western China’s Mineral Resources and Geological Engineering,Ministry of Education,Xi’an 710054; 3. Insititute of Geotechnical Investigation &|Design,MMI,Xi’an 710048
Abstract:The maximum vertical displacement of ground fissure is an important parameter to the structural design of Xi’an Metro Line 2 going through ground fissures.Based on leveling monitoring data,the activity characteristics in different stage of each ground fissure along Xi’an metro Line 2 are analysed in this paper.The future activity trend of each ground fissure is predicted.Then through the contrast analysis of the maximum vertical displacements calculated by the annual activity rate of different historical stages,the maximum vertical displacement of crossing points in which ground fissures intersect with Xi’an Metro Line 2 are gotten.The ground fissures along Xi’an Metro Line 2 are classified into four categories,i.e.Ⅰ,Ⅱ,Ⅲ and Ⅳ according to the maximum vertical displacements of ground fissures.
Keywords:Xi&rsquo  an Metro  Ground fissure  Activity trend  Maximum vertical displacement  Engineering classification
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