Inverse analysis of the initial geostress field of rock masses under high geo-temperature and high geostress

被引:0
作者
Meng W. [1 ]
He C. [1 ]
Zhang J. [1 ]
Zhou Z. [1 ]
Wang B. [1 ]
机构
[1] Key Laboratory of Transportation Tunnel Engineering of Ministry of Education, Southwest Jiaotong University, Chengdu, 610031, Sichuan
来源
Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering | 2020年 / 39卷 / 04期
基金
国家重点研发计划;
关键词
High geo-temperature; High geostress; Initial geostress field; Inversion; Rock mass; Rock mechanics;
D O I
10.13722/j.cnki.jrme.2019.0818
中图分类号
学科分类号
摘要
At present,under the environment of high geo-temperature and high geostress,it is not reported that geo-temperature is considered during geostress inversion,which causes that the initial geostress field obtained by inversion is not consistent with the actual geostress field of rock masses. In order to overcome the shortcoming,a workflow of inversion for the initial geostress field of rock masses considering geo-temperature is proposed. Under the environment of high geo-temperature and high geo-stress,the initial geostress field of rock masses can be approximately composed of gravitational,tectonic and thermal stress fields. The thermal stress field of rock masses can be approximately obtained by the geothermal gradient method and the thermal-stress formula of rock masses. Superposing the thermal stress field of rock masses into the gravitational and tectonic stress fields of rock masses can obtain the initial geostress field consistent reflecting the impact of high geo-temperature. Due to that the vertical stress is calculated by the density of overlying strata without considering the thermal stress,inverting the initial geostress field of rock masses based on the stresses measured by hydraulic fracturing will cause serious errors under the environment of high geo-temperature and high geostress. At the area of the Sangzhuling tunnel,for example,the thermal stress is about 8/13 of the gravitational stress. Comparisons between the inversion results and the measuring data of Sangzhuling tunnel show that the inversion results considering geo-temperature are better than those without considering geo-temperature. © 2020, Science Press. All right reserved.
引用
收藏
页码:749 / 760
页数:11
相关论文
共 61 条
  • [11] GUO Huaizhi, MA Qichao, XUE Xicheng, Et al., The analytical method of the initial stress field for rock masses, Chinese Journal of Geotechnical Engineering, 5, 3, pp. 64-75, (1983)
  • [12] QIU Xiangbo, LI Shucai, LI Shuchen, 3D geostress regression analysis method and its application, Chinese Journal of Rock Mechanics and Engineering, 22, 10, pp. 1613-1617, (2003)
  • [13] HU Bin, FENG Xiating, HUANG Xiaohua, Et al., Regression analysis of initial geostress field for left bank high slope region at longtan hydropower station, Chinese Journal of Rock Mechanics and Engineering, 24, 22, pp. 4055-4064, (2005)
  • [14] FU Chenghua, WANG Weiming, CHEN Shenghong, Back analysis study on initial geostress field of dam site for Xiluodu hydropower project, Chinese Journal of Rock Mechanics and Engineering, 25, 11, pp. 2305-2312, (2006)
  • [15] YUAN Fengbo, LIU Jian, LI Pujian, Et al., Back analysis and multiple-factor influencing mechanism of high geostress field for river valley region of Laxiwa Hydropower Engineering, Rock and Soil Mechanics, 28, 4, pp. 836-842, (2007)
  • [16] GU Yanchang, ZHENG Dongjian, GUO Hangzhong, Et al., Regression analysis of 3D initial geostress field for dam site of Xiaowan Hydropower Station, Rock and Soil Mechanics, 29, 4, pp. 1015-1020, (2008)
  • [17] ZHAO Dean, LI Guoliang, CHEN Zhimin, Et al., Three- dimensional fe regression analysis of multivariate geostress field of Wushaoling tunnel, Chinese Journal of Rock Mechanics and Engineering, 28, pp. 2687-2694, (2009)
  • [18] ZHANG Jianguo, ZHANG Qiangyong, YANG Wendong, Et al., Regression analysis of initial geostress field in dam zone of Dagangshan hydropower station, Rock and Soil Mechanics, 30, 10, pp. 3071-3078, (2009)
  • [19] ZHANG Yanxin, SONG Changsheng, CAI Meifeng, Et al., Geostress measurements by hydraulic fracturing method at great depth of boreholes and numerical modelling predictions of stress field, Chinese Journal of Rock Mechanics and Engineering, 29, 4, pp. 778-786, (2010)
  • [20] LIU Yaqun, LI Haibo, PEI Qitao, Et al., Study of distribution regularities of in-situ stress field in steep and narrow river valleys, Chinese Journal of Rock Mechanics and Engineering, 30, 12, pp. 2435-2443, (2011)