大同铁路分局地裂缝带的三维构造特征及其成因分析  

THREE-DIMENSIONAL STRUCTURE OF THE GROUND FISSURE ZONE IN THE AREA OF DATONG RAILWAY BUREAU AND ITS ORIGIN

作　　者：徐锡伟[1] 钱瑞华[1] 高震寰 王辉 雷军[1] 刘玉刚[1] 陈健 郝书俭[1] 于之水[1] 杜新贵 

机构地区：[1]国家地震局地质研究所

出　　处：《地震地质》1994年第4期355-364,共10页Seismology and Geology

摘　　要：通过实地考察、槽探和浅层地震探测等手段以及对地质构造和地下水超采环境的分析，详细地研究了大同铁路分局地裂缝带的三维构造特征，指出现今处于发展中的地裂缝带是由东向西扩展的，扩展速率为２６０～５２０ｍ／ａ，地裂缝带两侧的差异升降运动速率达２２．１～２４．４ｍｍ／ａ，主地裂缝带的水平拉张速率约１．１１～１１．６ｍｍ／ａ，垂直错动速率０．２～８．５７ｍｍ／ａ，左旋错动速率１．８７～３．５７ｍｍ／ａ。地裂缝带的活动方式为无震蠕滑型，扩展中的地裂缝是一种无震的地质灾害。The three-dimensional structure of the ground fissure zone in the area of Datong RailwayBureau is studied in detail form the data of field investigation , geological trenching and shallowseismic prospecting, as well as analyis of its neotectonic background and underground wateroverextraction. The developing ground fissure zone has been propagating westwards at a rate of260 ～ 520 m／a since 1983; Its differential movement rate across the zone reaches 22.1～24.4mm／a. The extensional rate of the main fissure is 1.11～11.6mm／a, vertical slip rate about 0.2～8.57mm／a, and left-lateral slip rate about 1. 87～3.57mm／a. Its active behavior belongs to abrittle-plastic model. This ground fissure zone has been caused by the recent creep along theBaimacheng fault-aburied active fault. The local overextraction of the underground water hasaccelerated the development of the ground fissure zone. The formation of the ground fissures isan aseismic geologic hazard.

关 键 词：地裂缝 活动速率 地质灾害 三维构造 

分 类 号：X43[环境科学与工程—灾害防治] P315.9[天文地球—地震学]