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潜在蠕动山体对拟建乌江大桥的影响
引用本文:刘世明,赵存良,霍婷,张寿鑫. 潜在蠕动山体对拟建乌江大桥的影响[J]. 河北工程大学学报(自然科学版), 2010, 27(2): 67-69
作者姓名:刘世明  赵存良  霍婷  张寿鑫
作者单位:河北工程大学,河北省资源勘测研究重点实验室,河北,邯郸,056038;河北工程大学,河北省资源勘测研究重点实验室,河北,邯郸,056038;河北工程大学,河北省资源勘测研究重点实验室,河北,邯郸,056038;河北工程大学,河北省资源勘测研究重点实验室,河北,邯郸,056038
摘    要:通过勘察拟建乌江大桥桥址区的地层产状、岩性、构造节理,对桥位中心附近的一个巨大的潜在蠕动山体进行了稳定性分析,认为该山体整体稳定,但地下水浸润后形成的润滑带,新构造运动导致的地壳强烈抬升以及贯通裂隙的切割都会使潜在蠕动山体失稳,从而改变桥墩的分布压力,并造成山体局部崩塌、落石,对拟建大桥桥位构成一定的潜在危害。

关 键 词:潜在蠕动山体  边界条件  新构造运动  稳定性
收稿时间:2010-03-12

Influence of the potential creeping rock mass on the construction of the planned Wujiang River Bridge
LIU Shi-ming,ZHAO Cun-liang,HUO Ting and ZHANG Shou-xin. Influence of the potential creeping rock mass on the construction of the planned Wujiang River Bridge[J]. Journal of Hebei University of Engineering(Natural Science Edition), 2010, 27(2): 67-69
Authors:LIU Shi-ming  ZHAO Cun-liang  HUO Ting  ZHANG Shou-xin
Affiliation:Key Lab of Resource Survey and Research of Hebei Province, Hebei University of Engineering, Hebei Handan 056038, China;Key Lab of Resource Survey and Research of Hebei Province, Hebei University of Engineering, Hebei Handan 056038, China;Key Lab of Resource Survey and Research of Hebei Province, Hebei University of Engineering, Hebei Handan 056038, China;Key Lab of Resource Survey and Research of Hebei Province, Hebei University of Engineering, Hebei Handan 056038, China
Abstract:According to the field survey of stratum attitude,lithology,tectonic joints at the proposed site area of Wujiang River Bridge,the stability of a giant potential creeping rock mass is analyzed.The result shows that the rock mass is stable as a whole under nature condition.But lubricating zone formed by infiltrating of groundwater,the crustal strongly uplift by the new tectonic movement and cutting cracks all would cause instability of the potential creeping rock mass,which could change the pressure distribution of the bridge piers and causes by locally collapsing and falling at proposed location of Wujiang River Bridge.
Keywords:
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