我国大陆实测深部地应力分布规律研究
|
摘要
深埋地下工程往往面临着高地应力的环境,在研究"深部"及"深部工程"概念的基础上,通过搜集我国大陆地区600多组深部岩体地应力实测资料,绘制出我国大陆地区埋深大于500 m的实测垂直主应力、最大水平主应力、最小水平主应力以及侧压力系数随埋深分布图,参照Hoek-Brown方法对深部岩体地应力特征进行初步分析,回归分析深部岩体垂直应力与埋深的关系、最大和最小水平主应力随埋深的分布规律以及侧压力系数随埋深的分布规律;采用分段函数的形式拟合侧压力系数分布图的包络线。
Deeply buried underground engineering often faced with a high geostress environment.Based on the research of the conception of "deep stratum" and "deep engineering",through collecting about 600 groups of the measured geostress data in deep rocks of China mainland,the distribution of the vertical stress,the largest horizontal principal stress,the minimum horizontal principal stress and the lateral pressure coefficient varying with depth in Chinese mainland are shown in this paper.The features of the geostress in deep rocks are elementarily analysed refer to the analysis method of Hoek and Brown,the distribution rule of the vertical stress,the maximum and the minimum horizontal principal stresses with depth in deep stratum are regressive analysed,and trend of the lateral pressure coefficient with depth is also discussed.
Deeply buried underground engineering often faced with a high geostress environment.Based on the research of the conception of "deep stratum" and "deep engineering",through collecting about 600 groups of the measured geostress data in deep rocks of China mainland,the distribution of the vertical stress,the largest horizontal principal stress,the minimum horizontal principal stress and the lateral pressure coefficient varying with depth in Chinese mainland are shown in this paper.The features of the geostress in deep rocks are elementarily analysed refer to the analysis method of Hoek and Brown,the distribution rule of the vertical stress,the maximum and the minimum horizontal principal stresses with depth in deep stratum are regressive analysed,and trend of the lateral pressure coefficient with depth is also discussed.
引文
[1]朱珍德,郭海庆.裂隙岩体水力学基础[M].北京:科学出版社,2007:5–12.(ZHU Zhende,GUO Haiqing.The hydraulics basics offractured rock mass[M].Beijing:Science Press,2007:5–12.(inChinese))
[2]BROWN E T,HOEK E.Technical note trends in relationshipsbetween measured in-situ stress and depth[J].International Journal ofRock Mechanics and Mining Sciences and Geomechanics Abstracts,1978,15(4):211–215.
[3]朱焕春,陶振宇.不同岩石中地应力分布[J].地震学报,1994,16(1):49–63.(ZHU Huanchun,TAO Zhenyu.Geostress distributionsin different rocks[J].Acta Seismologic Sinica,1994,16(1):49–63.(in Chinese))
[4]STACEY T R,WESSELOO J.The in-situ stress regime in SouthAfrica[C]//VOUILLE G,BEREST P ed.Proceedings of the 9thInternational Congress on Rock Mechanics.Rotterdam:A.A.BalkemaPubishers,1999:1 189–1 192.
[5]FUCHS K,MULLER B.World stress map of the earth:a key totectonic processes and technological applications[J].Natruwissenschaften,2001,88:357–371.
[6]白世伟,李光煜.二滩水电站坝区岩体应力场研究[J].岩石力学与工程学报,1982,1(1):45–46.(BAI Shiwei,LI Guangyu.Study onstress field of Ertan hydroelectric station[J].Chinese Journal of RockMechanics and Engineering,1982,1(1):45–56.(in Chinese))
[7]谢富仁,陈群策,崔效锋.中国大陆地壳应力环境研究[M].北京:地质出版社,2003:24–40.(XIE Furen,CHEN Qunce,CUI Xiaofeng.The research on the crustal stress in China[M].Beijing:GeologicalPublishing House,2003:24–40.(in Chinese))
[8]谢和平,冯夏庭.灾害环境下重大工程安全性的基础研究[M].北京:科学出版社,2009:35–56.(XIE Heping,FENG Xiating.Thebasic research of security under disaster environment in majorengineering[M].Beijing:Science Press,2009:35–56.(in Chinese))
[9]何满潮,吕晓俭,景海河.深部工程围岩特性及非线性动态力学设计理念[J].岩石力学与工程学报,2002,21(8):1215–1224.(HEManchao,LU Xiaojian,JING Haihe.The characteristics of the rockmass in deep engineering and the design concept of nonlinear dynamicmechanics[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(8):1 215–1 224.(In Chinese))
[10]钱七虎.深部岩体工程响应的特征科学现象及“深部”的界定[J].东华理工学院学报,2002,27(1):1–5.(QIAN Qihu.Thecharacteristic scientific phenomena of engineering response to deeprock mass and implication of“deep stratum”[J].Journal of EastChina Institute of Technology,2002,27(1):1–5.(in Chinese))
[11]王明洋,宋华,郑大亮,等.深部巷道围岩的分区破裂机制及“深部”界定探讨[J].岩石力学与工程学报,2006,25(9):1771–1776.(WANG Minyang,SONG Hua,ZHENG Daliang,et al.On mechanismof zonal disintegration within rock mass around deep tunnel anddefinition of“deep rock engineering”[J].Chinese Journal of RockMechanics and Engineering,2006,25(9):1 771–1 776.(in Chinese))
[12]ZOBACK M D,BARTON C A,BRUDY M,et al.Determination ofstress orientation and magnitude in deep wells[J].International Journalof Rock Mechanics and Mining Sciences,2003,40(2):1 049–1 076.
[2]BROWN E T,HOEK E.Technical note trends in relationshipsbetween measured in-situ stress and depth[J].International Journal ofRock Mechanics and Mining Sciences and Geomechanics Abstracts,1978,15(4):211–215.
[3]朱焕春,陶振宇.不同岩石中地应力分布[J].地震学报,1994,16(1):49–63.(ZHU Huanchun,TAO Zhenyu.Geostress distributionsin different rocks[J].Acta Seismologic Sinica,1994,16(1):49–63.(in Chinese))
[4]STACEY T R,WESSELOO J.The in-situ stress regime in SouthAfrica[C]//VOUILLE G,BEREST P ed.Proceedings of the 9thInternational Congress on Rock Mechanics.Rotterdam:A.A.BalkemaPubishers,1999:1 189–1 192.
[5]FUCHS K,MULLER B.World stress map of the earth:a key totectonic processes and technological applications[J].Natruwissenschaften,2001,88:357–371.
[6]白世伟,李光煜.二滩水电站坝区岩体应力场研究[J].岩石力学与工程学报,1982,1(1):45–46.(BAI Shiwei,LI Guangyu.Study onstress field of Ertan hydroelectric station[J].Chinese Journal of RockMechanics and Engineering,1982,1(1):45–56.(in Chinese))
[7]谢富仁,陈群策,崔效锋.中国大陆地壳应力环境研究[M].北京:地质出版社,2003:24–40.(XIE Furen,CHEN Qunce,CUI Xiaofeng.The research on the crustal stress in China[M].Beijing:GeologicalPublishing House,2003:24–40.(in Chinese))
[8]谢和平,冯夏庭.灾害环境下重大工程安全性的基础研究[M].北京:科学出版社,2009:35–56.(XIE Heping,FENG Xiating.Thebasic research of security under disaster environment in majorengineering[M].Beijing:Science Press,2009:35–56.(in Chinese))
[9]何满潮,吕晓俭,景海河.深部工程围岩特性及非线性动态力学设计理念[J].岩石力学与工程学报,2002,21(8):1215–1224.(HEManchao,LU Xiaojian,JING Haihe.The characteristics of the rockmass in deep engineering and the design concept of nonlinear dynamicmechanics[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(8):1 215–1 224.(In Chinese))
[10]钱七虎.深部岩体工程响应的特征科学现象及“深部”的界定[J].东华理工学院学报,2002,27(1):1–5.(QIAN Qihu.Thecharacteristic scientific phenomena of engineering response to deeprock mass and implication of“deep stratum”[J].Journal of EastChina Institute of Technology,2002,27(1):1–5.(in Chinese))
[11]王明洋,宋华,郑大亮,等.深部巷道围岩的分区破裂机制及“深部”界定探讨[J].岩石力学与工程学报,2006,25(9):1771–1776.(WANG Minyang,SONG Hua,ZHENG Daliang,et al.On mechanismof zonal disintegration within rock mass around deep tunnel anddefinition of“deep rock engineering”[J].Chinese Journal of RockMechanics and Engineering,2006,25(9):1 771–1 776.(in Chinese))
[12]ZOBACK M D,BARTON C A,BRUDY M,et al.Determination ofstress orientation and magnitude in deep wells[J].International Journalof Rock Mechanics and Mining Sciences,2003,40(2):1 049–1 076.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心