›› 2006, Vol. 27 ›› Issue (4): 637-642.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Numerical simulation with FLAC3D on construction and excavation process of underground powerhouse of Fuziling pumped storage hydropower station

ZENG Jing1, SHENG Qian1, LIAO Hong-jian2, LENG Xian-lun1, 2   

  1. 1. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 2. School of Constructional Engineering and Mechanics, Xi'an Jiaotong University, Xi'an 710049, Chian
  • Received:2005-01-11 Online:2006-04-10 Published:2013-11-05

PDF (PC)

1690

Abstract: The construction and excavation process of underground powerhouse of Fuziling Pumped Storage Hydropower Station are simulated by three-dimensional fast Lagrangian method(FLAC3D). The pattern of deformation caused by excavation and stress state in surrounding rock mass are studied. The stabilities of surrounding rock mass of the powerhouse and the high slope of the surge chamber are analyzed. The bolting supports are performed on the region of the underground powerhouse caverns; and the mechanical properties of the reinforced surrounding rock mass are analyzed. By using the Ubiquitous model of FLAC3D program, we introduce a major joint cranny to surrounding rock mass and analyze the excavation deformation and the integral stability of the underground powerhouse caverns. Compared the numerical simulation results with no joint cranny around the surrounding rock mass, the effects of joint cranny on the stability of surrounding rock mass are evaluated comprehensively.

Key words: underground powerhouse, stability of surrounding rock mass, bolting support, FLAC3D

CLC Number: 

  • TU 433
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] ZOU You-xue, WANG Rui, ZHANG Jian-mi, . Analysis on the seismic response of stone columns composite foundation in liquefiable soils [J]. Rock and Soil Mechanics, 2019, 40(6): 2443-2455.
[2] CUI Qi, HOU Jian-guo, SONG Yi-le. Analyses of restraint of surrounding rock and structural vibration characteristics of underground powerhouse for pumped storage power station [J]. Rock and Soil Mechanics, 2019, 40(2): 809-817.
[3] JIANG Xiong, XU Nu-wen, ZHOU Zhong, HOU Dong-qi, LI Ang, ZHANG Min, . Failure mechanism of surrounding rock of bus-bar tunnels at Lianghekou hydropower station subjected to excavation [J]. Rock and Soil Mechanics, 2019, 40(1): 305-314.
[4] DONG Zhi-hong, DING Xiu-li, HUANG Shu-ling, WU Ai-qing, CHEN Sheng-hong, ZHOU Zhong, . Analysis of ageing-stress characteristics and long-term bearing risk of anchor cable for a large cavern in high geo-stress area [J]. Rock and Soil Mechanics, 2019, 40(1): 351-362.
[5] YANG Xiu-rong, JIANG An-nan, JIANG Zong-bin. Creep test and damage model of soft rock under water containing condition [J]. , 2018, 39(S1): 167-174.
[6] ZHENG Jin-xiu, ZHANG Jian-hai, GAO Ke-jing. Regression analysis of support measures of underground powerhouses and support strength criteria [J]. , 2018, 39(S1): 303-310.
[7] LIU Jian, ZHAO Guo-yan, LIANG Wei-zhang, WU Hao, PENG FU-hua,. Numerical simulation of uniaxial compressive strength and failure characteristics in nonuniform rock materials [J]. , 2018, 39(S1): 505-512.
[8] LIU Fei-yue, YANG Tian-hong, ZHANG Peng-hai1, ZHOU Jing-ren, DENG Wen-xue, HOU Xian-gang, ZHAO Yong-chuan, . Dynamic inversion of rock fracturing stress field based on acoustic emission [J]. , 2018, 39(4): 1517-1524.
[9] ZOU You-xue, WANG Rui, ZHANG Jian-min, . Implementation of a plasticity model for large post-liquefaction deformation of sand in FLAC3D [J]. , 2018, 39(4): 1525-1534.
[10] ZHANG Jian-hai, WANG Ren-kun, ZHOU Zhong, ZHENG Lu, ZHANG Ru, XIE He-ping, . Pre-load factor of the pre-stressed anchor cable in underground powerhouse with high geo-stress [J]. , 2018, 39(3): 1002-1008.
[11] HU Zhong-hua, XU Nu-wen, DAI Feng, GU Gong-kai, LI Ang, YANG Ying,. Stability and deformation mechanism of bedding rock masses at the underground powerhouse of Wudongde hydropower station [J]. , 2018, 39(10): 3794-3802.
[12] JIANG Yi, WEI Siyu, SHANG Yan-jun, GAO Qiang, LI Yan-yan,. Study of mechanical properties of deep mixed ground [J]. , 2017, 38(S2): 266-272.
[13] MA Chun-jing, JIANG An-nan, JIANG Zong-bin, WANG Shan-yong,. Hydro-mechanical coupled simulation and analysis of shield tunnel construction based on the zone state index [J]. , 2017, 38(6): 1762-1770.
[14] LI Jian-he1, SHENG Qian1, ZHU Ze-qi1, NIU Li-min2, BIAN Xiao-man1. Stress disturbance characteristics and laws of underground cavern during stage excavation [J]. , 2017, 38(2): 549-556.
[15] JIA Min-cai , QIANG Xiao , YE Jian-zhong,. Comparison study of reinforcement effect of HDPE/PET geogrids in fill embankment [J]. , 2015, 36(S1): 491-495.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
[1] LIU Xiao，TANG Hui-ming，LIU Yu. A new model for landslide displacement prediction based on set pair analysis and fuzzy-Markov chain[J]. , 2009, 30(11): 3399 -3405 .
[2] HU Da-wei, ZHOU Hui, XIE Shou-yi, ZHANG Kai, SHAO Jian-fu, FENG. Study of Biot’s coefficients of marble during plastic deformation phase[J]. , 2009, 30(12): 3727 -3732 .
[3] LIU Jun-yan，LIU Yan，WANG Hai-ping. Design of removing diagonal brace in sub region considering coordinating role of space support systems[J]. , 2010, 31(9): 2854 -2860 .
[4] LU Zheng, YAO Hai-lin, CHENG Ping, WU Wan-ping. Ground vibration of soft subgrade subjected to a non-uniformly distributed train load[J]. , 2010, 31(10): 3286 -3294 .
[5] BAI Bing, LI Xiao-chun, SHI Lu, TANG Li-zhong. Slope identity of elastoplastic stress-strain curve and its verification and application[J]. , 2010, 31(12): 3789 -3792 .
[6] TANG Li-min. Regularization algorithm of foundation settlement prediction model[J]. , 2010, 31(12): 3945 -3948 .
[7] LI Zhan-hai，ZHU Wan-cheng，FENG Xia-ting，LI Shao-jun，ZHOU Hui，CHEN Bing-rui. Effect of lateral pressure coefficients on damage and failure process of horseshoe-shaped tunnel[J]. , 2010, 31(S2): 434 -441 .
[8] YIN Guang-zhi，WANG Deng-ke，ZHANG Dong-ming，WEI Zuo-an. Endchronic damage constitutive model of coal containing gas[J]. , 2009, 30(4): 885 -889 .
[9] HOU Gong-yu，NIU Xiao-song. Perfect elastoplastic solution of axisymmetric circular openings in rock mass based on Levy-Mises constitutive relation and D-P yield criterion[J]. , 2009, 30(6): 1555 -1562 .
[10] CAI Hui-teng, WEI Fu-quan, CAI Zong-wen. Study of silty clay dynamic characteristics in Chongqing downtown area[J]. , 2009, 30(S2): 224 -228 .
Copyright © Rock and Soil Mechanics, All Rights Reserved.
Tel: 027-87198484, 87199252, 87199253, 87198752　E-mail: ytlx@whrsm.ac.cn
Powered by Beijing Magtech Co. Ltd