›› 2011, Vol. 32 ›› Issue (7): 2057-2065.

• Geotechnical Engineering • Previous Articles     Next Articles

Analytical methods of multi-source information fusion for in-situ stress field of large underground powerhouse region and its application

HUANG Shu-ling1,ZHANG Yong2,DING Xiu-li1,WU Ai-qing1,LU Bo1,DONG Zhi-hong1   

  1. 1. Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Yangtze River Scientific Research Institute, Wuhan 430010, China; 2. Chengdu Hydropower Investigation and Design Institute, China Hydropower Engineering Consulting Group, Chengdu 610072, China
  • Received:2010-12-15 Online:2011-07-10 Published:2011-06-30

Abstract: Owing to many influencing factors for in-situ stress field of large underground powerhouse region under complex geological condition,reasonable analysis and evaluation of in-situ stress field is need to integrated study about multi-source information of project site. In view of this,analytical methods and ideas of multi-source information fusion for in-situ stress field of underground powerhouse region are proposed. The typical characteristics of these methods are three-level progressive and feedback analysis of information fusion including integration of basic information, identifying of feature information,decision-making and feedback of information fusion. With the methods and ideas, characteristics of in-situ stress field of the underground powerhouse region at Guandi hydropower station and its distribution are investigated. The above results are compared with unloading damage information and monitoring information of rock mass observed in the process of site excavation,related information of numerical simulation,as well as in-situ stress measurements; it is shown that the initial stress field of the project area is reasonable. And then, the reasonableness and feasibility of the above analytical methods of multi-source information fusion for in-situ stress field are demonstrated. Finally, the analytical results from stress field can provide a basis for decision-making to a number of key issues in the process of dynamic optimization design and information construction of the large underground powerhouses

Key words: large underground powerhouse, in-situ stress, multi-source information fusion, analytical methods, distribution law

CLC Number: 

  • TU 452
[1] WANG Chuan-ying, WANG Yi-teng, HAN Zeng-qiang, WANG Jin-chao, ZOU Xian-jian, HU Sheng, . An in-situ stress measurement method based on borehole shape analysis [J]. Rock and Soil Mechanics, 2019, 40(S1): 549-556.
[2] DENG Ke, CHEN Ming, LU Wen-bo, YAN Peng, LENG Zhen-dong, . Investigation of influence of in-situ stress on presplitting induced fracture in abutment slot [J]. Rock and Soil Mechanics, 2019, 40(3): 1121-1128.
[3] YAN Tian-you, CUI Zhen, ZHANG Yong-hui, ZHANG Chuan-jian, SHENG Qian, LI Jian-he,. Study of distribution characteristics of in-situ stress field in occurrence area of crossing active fault tunnel engineering [J]. , 2018, 39(S1): 378-386.
[4] YAN Zhen-xiong, GUO Qi-feng, WANG Pei-tao, . Calculation and application of in-situ stress components in hollow inclusion measurement [J]. , 2018, 39(2): 715-721.
[5] ZHONG Shan, JIANG Quan, FENG Xia-ting, LIU Ji-guang, . A case of in-situ stress measurement in Chinese Jinping underground laboratory [J]. , 2018, 39(1): 356-366.
[6] ZHANG She-rong, HU An-kui, WANG Chao, PENG Zhen-hui, . Three-dimensional intelligent inversion method for in-situ stress field based on SLR-ANN algorithm [J]. , 2017, 38(9): 2737-2745.
[7] WANG Cheng-hu, XING Bo-rui,. A new theory and application progress of the modified hydraulic test on pre-existing fracture to determine in-situ stresses [J]. , 2017, 38(5): 1289-1297.
[8] FAN Yong, LU Wen-bo, ZHOU Yi-hong, LENG Zhen-dong, YAN Peng,. A model for predicting vibration peak induced by blasting excavation under high in-situ stress [J]. , 2017, 38(4): 1082-1088.
[9] LIANG Ning, WU Fa-quan, WANG Yun-feng, BAO Han, . Analysis of deformation and failure of rock mass of deep Guanshan tunnel under high in situ stress [J]. , 2016, 37(S2): 329-336.
[10] YAN Peng , ZHAO Zhen-guo , LU Wen-bo , CHEN Ming , ZHOU Chuang-bing , . Factors influencing vibration effects induced by in-situ stress transient unloading of deep rock mass [J]. , 2016, 37(2): 545-553.
[11] MA Teng-fei, LI Shu-chen, LI Shu-cai, XU Xian-hui, ZHANG Lu-chen, PING Yang. Model experimental study of deformation and failure law in excavation of deep rock mass with multi-cleftiness of different angles [J]. , 2016, 37(10): 2899-2908.
[12] YAN Cheng-zeng , ZHENG Hong , SUN Guan-hua , GE Xiu-run,. Effect of in-situ stress on hydraulic fracturing based on FDEM-Flow [J]. , 2016, 37(1): 237-246.
[13] ZHOU Xiao-min. Study of in-situ geostress around an ultra-deep shaft in Cixi colliery [J]. , 2015, 36(6): 1761-1768.
[14] GUO Hai-qiang ,YAO Ling-kan ,HUANG Yi-dan ,GUO Chen-wen,. Shaking table experiments for simulating the dynamical evolution of slopes under increasing disturbance [J]. , 2015, 36(4): 1063-1070.
[15] CHENG Liang , LU Yi-yu , GE Zhao-long , DING Hong , ZHONG Ding-yun,. Initiation pressure calculation model and judgment criterion for hydraulic fracturing of inclined coal seam [J]. , 2015, 36(2): 444-450.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LEI Yong-sheng. Research on protective measures of City Wall and Bell Tower due to underneath crossing Xi’an Metro Line No.2[J]. , 2010, 31(1): 223 -228 .
[2] SHANG Shou-ping, SUI Xiao-xi, ZHOU Zhi-jin, LIU Fang-cheng, XIONG Wei. Study of dynamic shear modulus of granulated rubber-sand mixture[J]. , 2010, 31(2): 377 -381 .
[3] XIAO Zhong, WANG Yuan-zhan, JI Chun-ning, HUANG Tai-kun, SHAN Xu. Stability analysis of large cylindrical structure for strengthening soft foundation under wave load[J]. , 2010, 31(8): 2648 -2654 .
[4] LI Feng, WANG Xiao-rui, LUO Xiao-hui, GUO Yuan-cheng. Assessment methods of chance constrained on bottom stability of foundation pit[J]. , 2010, 31(12): 3867 -3874 .
[5] CHAI Bo, YIN Kun-long, CHEN Li-xia, LI Yuan-yao. Analysis of slope deformation under control of rock mass structure[J]. , 2009, 30(2): 521 -525 .
[6] ZHAO Hong-bo, RU Zhong-liang, ZHANG Shi-ke. Application of support vector machine to reliability analysis of underground engineering[J]. , 2009, 30(2): 526 -530 .
[7] XU Yang, GAO Qian, LI Xin, LI Jun-hua, JIA Yun-xi. In-situ experimental study of permeability of rock and soil aggregates[J]. , 2009, 30(3): 855 -858 .
[8] ZHANG Ting,LIU Han-long,HU Yu-xia,STEWART Doug. Geotechnical drum centrifuge technique and its engineering application[J]. , 2009, 30(4): 1191 -1196 .
[9] TAN Feng-yi, ZOU Zhi-kui, ZOU Rong-hua, LIN Zu-kai, ZhENG De-gao. Experimental study of engineering property of replaced-backfilling clay[J]. , 2009, 30(S2): 154 -157 .
[10] HU Zai-qiang, LI Hong-ru, SU Yong-jiang. 3-D static stress and displacement analysis of Gangqu river concrete faced rockfill dam[J]. , 2009, 30(S2): 312 -0317 .