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某电站大型地下洞室群主变洞确定性块体稳定性评价
引用本文:崔银祥,聂德新,陈强.某电站大型地下洞室群主变洞确定性块体稳定性评价[J].工程地质学报(英文版),2005,13(2):212-217.
作者姓名:崔银祥  聂德新  陈强
作者单位:成都理工大学工程地质研究所,成都,610059;成都理工大学工程地质研究所,成都,610059;成都理工大学工程地质研究所,成都,610059
摘    要:以黄河上游某大型电站地下洞室群主变洞为例,通过在AutoCAD软件中建立洞室与结构面的三维实体模型,借助自编程序切割,展示这些结构面在主变洞边墙及拱顶的出露情况,在此基础上检索出组合块体21个,最后对这21个块体进行了确定性块体稳定性评价,给出其在主变洞上下游边墙及拱顶的块体组合情况、滑动方式、出露桩号和高度、出露面积、分布深度、体积、稳定性系数等。

关 键 词:主变洞  结构面空间展布  确定性块体稳定性评价
文章编号:1004-9665/2005/13(02)-0212-06
收稿时间:2004-07-14
修稿时间:2004年7月14日

STABILITY ASSESSMENT OF DETERMINISTIC BLOCKS OF A MAIN-TRANSFORMED CAVERN IN A HUGE UNDERGROUND POWERHOUSE
CUI Yinxiang,NIE Dexin,CHEN Qiang.STABILITY ASSESSMENT OF DETERMINISTIC BLOCKS OF A MAIN-TRANSFORMED CAVERN IN A HUGE UNDERGROUND POWERHOUSE[J].Journal of Engineering Geology,2005,13(2):212-217.
Authors:CUI Yinxiang  NIE Dexin  CHEN Qiang
Institution:Institute of Engineering Geology,Chengdu University of Technology, Chengdu610059
Abstract:This paper presents a case study of stability analysis in a huge underground powerhouse. Solid models of caverns with fractures are created using AutoCAD2002/2004 software with programmed modules for excavations/cutting, which specify arch crown, upstream side wall and downstream side wall as cross sectional planes. Based on these fractures, 21 blocks are chosen as deterministic blocks and their stabilities are then assessed. At last, assessment results are given for all deterministic blocks including following attributes: fractures jointed methods, sliding methods, area, depth, volume, safety factor, and location in caverns.
Keywords:Main-transformed Cavern  Fractures Spatial Distribution  Stability assessment of deterministic blocks
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