拉西瓦水电站地下厂房三维高地应力反演分析

›› 2010, Vol. 31 ›› Issue (1): 246-252.

拉西瓦水电站地下厂房三维高地应力反演分析

姚显春¹，李宁¹, ²，曲星¹，孙宏超¹，景茂贵¹

1. 西安理工大学岩土工程研究所，西安 710048； 2. 中国科学院寒区旱区环境与工程研究所冻土工程国家重点实验室，兰州 730000

收稿日期:2009-09-21 出版日期:2010-01-10 发布日期:2010-02-02
作者简介:姚显春，男，1975年生，博士研究生，主要从事岩土力学与地下工程研究。
基金资助:
国家自然科学基金项目（No. 50879068）；国家自然基金创新群体（No. 40821001）; 西安理工大学校基金（No. 106-210612）。

Back analysis of three-dimensional initial geostress Laxiwa underground powerhouse

YAO Xian-chun¹，LI Ning¹, ²，QU Xing¹，SUN Hong-chao¹，JING Mao-gui¹

1. Institute of Geotechnical Engineering, Xi’an University of Technology, Xi’an 710048, China; 2. State Key Laboratory of Frozen Soil Engineering, CAREERI, Chiness Academy of Sciences, Lanzhou 730000, China

Received:2009-09-21 Online:2010-01-10 Published:2010-02-02

摘要/Abstract

摘要：

拉西瓦水电站厂房地处峡谷山高坡陡，河谷狭窄，区域地应力场较高，局部存在构造破碎带，同时开挖尺寸规模巨大，围岩主要为脆硬的花岗岩，对洞室稳定极为不利。为了评判开挖后围岩的稳定及支护设计的长期安全，需要对围岩的岩体力学参数和初始应力场进行反演确定。首先，利用现场初始地应力的实测值反演大范围内的岩体构造地应力场分布，然后，利用洞室分层开挖扰动下，厂房上部关键点实测位移检验并修正反分析地应力结果，得到了较为准确的三维地应力分布，为后续地下厂房开挖围岩的稳定性及支护设计和长期安全的评价与预测，提供了基础数据，有效地指导了厂房开挖施工。厂房开挖完成后的围岩位移的实际监测结果与采用反演地应力场与岩体参数得到的厂房围岩位移值的一致性表明，地应力场反演结果与实际地应力值一致。

关键词: 地下洞室群, 高地应力, 反演分析, 拉西瓦水电站

Abstract:

Laxiwa Hydropower station is located in a high mountain valley and narrow valleys, where the regional geostress field is higher. Besides, local existence of tectonic fracture zone and size of large-scale excavation are common phenomena in this project. The surrounding rock of hydropower plant is mainly granite, which are hard and brittle rock, this kind of rock is very detrimental to the stability of the cavern. In order to judge the stability of surrounding rock after excavation and long-term security of support design, it is need for obtaining mechanical parameters of surrounding rock mass and the initial stress field. Based on the measured values of the initial stress in-situ, rock tectonic stress field distribution of large-scale rock mass is obtained through back analysis; then using displacement of the key point, measured at the top of stratified cave excavation disturbance, obtain the more accurate three-dimensional stress distribution results. For follow-up excavation of underground powerhouse, evaluation and prediction of stability of surrounding rock and long-term safety of support design, the basic data are provided for effectively guiding the following excavation of plant. Displacements of surrounding rock after the completion excavation obtained by using rock mass stress field parameters of the plant are consistent with the actual monitoring results of surrounding rock displacement; it is shown that the geostress field back analysis results are consistent with the actual values of the geostresses.

Key words: underground cavern group, high geostress, back analysis, Laxiwa Hydropower Station

中图分类号:

TU 443

姚显春，李宁，曲星，孙宏超，景茂贵. 拉西瓦水电站地下厂房三维高地应力反演分析[J]. , 2010, 31(1): 246-252.

YAO Xian-chun，LI Ning，QU Xing，SUN Hong-chao，JING Mao-gui. Back analysis of three-dimensional initial geostress Laxiwa underground powerhouse[J]. , 2010, 31(1): 246-252.

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