›› 2008, Vol. 29 ›› Issue (6): 1597-1601.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Application of resistivity tomography nondestructive detection technique to earth-rock dam for Longfengshan Reservoir

TU Yu-min, LIU Guo-hua, WANG Zhen-yu, LI Fu-qiang   

  1. College of Civil Engineering and Architecture, University, hangzhou 310027, China
  • Received:2007-07-26 Online:2008-06-10 Published:2013-07-15

Abstract: The tomography is a new nondestructive detection technique developed in recent years; it has special advantages of rich information, accuracy and visibility. So it has been playing more and more important role in detecting hidden danger of earth-rock dams. Based on the discussion of the theory of electrical resistivity tomography, a series of resistivity tomography nondestructive detcction tests has been carried out in Longfengshan Reservoir Dam. The seepage channels in Longfengshan Reservoir Dam has been found out; meanwhile, it has been approved that this method is reliable via applied to nondestructive detection in earth dams. The local tests indicate that the resistivity tomography nondestructive detection technique may be applied to detecting hidden dangers of earth-rock dams.

Key words: resistivity tomography, earth-rock dam, nondestructive detection, eepage

CLC Number: 

  • TU 459
  • 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] LIU Meng-shi, LUO Qiang, JIANG Liang-wei, LU Qing-yuan, LIANG Duo-wei, . Boundary pore characteristics and optimal treatment thickness in seepage test of coarse grained soil [J]. Rock and Soil Mechanics, 2019, 40(5): 1787-1796.
[2] XU Qiang, XIAO Ming, CHEN Jun-tao, NI Shao-hu, . Solution to seepage monitoring data deficiency and judgement of seepage stability [J]. Rock and Soil Mechanics, 2019, 40(4): 1526-1534.
[3] XIE Qiang, TIAN Da-lang, LIU Jin-hui, ZHANG Jian-hua, ZHANG Zhi-bin, . Simulation of seepage flow on soil slope and special stress-correction technique [J]. Rock and Soil Mechanics, 2019, 40(3): 879-892.
[4] ZHENG Li-ming, ZHANG Yang-yang, LI Zi-feng, MA Ping-hua, YANG Xin-jun, . Analysis of seepage changes during poroelastic consolidation process with porosity and pressure variation under low-frequency vibration [J]. Rock and Soil Mechanics, 2019, 40(3): 1158-1168.
[5] WANG Qi-qian, ZHOU Hong-fu, FU Wen-xi, YE Fei, . Analysis for influence of water flow drag force on stability of slope shallow soil [J]. Rock and Soil Mechanics, 2019, 40(2): 759-766.
[6] WANG Hua-bin, LI Jian-mei, JIN Yi-xuan, ZHOU Bo, ZHOU Yu, . The numerical methods for two key problems in rainfall-induced slope failure [J]. Rock and Soil Mechanics, 2019, 40(2): 777-784.
[7] YIN Xiao-meng, YAN E-chuan, LIU Xu-yao, LI Xing-ming, . Study on force of underground water in soil stability calculation [J]. Rock and Soil Mechanics, 2019, 40(1): 156-164.
[8] YAO Zhi-hua, CHEN Zheng-han, FANG Xiang-wei, HUANG Xue-feng, . Elastoplastic damage seepage-consolidation coupled model of unsaturated intact loess and its application [J]. Rock and Soil Mechanics, 2019, 40(1): 216-226.
[9] WANG Peng-fei, LI Chang-hong, MA Xue-wen, LI Zi-jian, LIU Jing-jun, WU Yang-fan, . Experimental study of seepage characteristics of soil-rock mixture with different rock contents in fault zone [J]. Rock and Soil Mechanics, 2018, 39(S2): 53-61.
[10] DING Hong-yan, JIA Nan, ZHANG Pu-yang, . Research of seepage characteristics and penetration resistance during installation of bucket foundations in sand [J]. , 2018, 39(9): 3130-3138.
[11] XIONG Feng, SUN Hao, JIANG Qing-hui, YE Zu-yang, XUE Dao-rui, LIU Ru-yan,. Theoretical model and experimental verification on non-linear flow at low velocity through rough-walled rock fracture [J]. , 2018, 39(9): 3294-3302.
[12] ZHANG Chen-yang, ZHANG Ming, ZHANG Tai-li, SUN Qiang, YANG Long,. Impact of dyke and its residual soil on seepage and stability of Zhonglin landslide [J]. , 2018, 39(7): 2617-2625.
[13] KONG Yang, ZHU Zhen-de, RUAN Huai-ning, . Stress-seepage coupling characteristics of jointed rock mass under three principal stresses [J]. , 2018, 39(6): 2008-2016.
[14] LI Zheng, HE Chuan, YANG Sai-zhou, YANG Wen-bo,. Seepage model experiments on urban tunnel influenced by dynamic and hydrostatic head [J]. , 2018, 39(5): 1767-1774.
[15] YUAN Tao, JIANG Zhong-ming, LIU De-qian, XIONG Xiao-hu,. Experiment on the seepage damage coarse grain soil [J]. , 2018, 39(4): 1311-1316.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] CEN Wei-jun, ERICH Bauer, SENDY F. Tantono. Application of Gudehus-Bauer hypoplastic model of core-wall type rockfill dams considering wetting behavior[J]. , 2009, 30(12): 3808 -3812 .
[2] CHANG De-yu, LI Gen-sheng, HUANG Zhong-wei, SHEN Zhong-hong,. Study of effect of bottom-hole differential pressure on vertical well bottom-hole stress field[J]. , 2011, 32(2): 356 -362 .
[3] KONG Xiang-xing, XIA Cai-chu, QIU Yu-liang, ZHANG Li-ying, GONG Jian-wu. Study of construction mechanical behavior of parallel-small spacing metro tunnels excavated by shield method and cross diaphragm (CRD) method in loess region[J]. , 2011, 32(2): 516 -524 .
[4] SUN Yu-kai, SONG Hong-qing, ZHU Wei-yao, WANG Ming, HUANG Xiao-he. Formation pressure calculation and analysis of low permeability reservoir with non-Darcy flow[J]. , 2009, 30(S2): 138 -141 .
[5] LIN Zhan-ju , NIU Fu-jun , LIU Hua , LU Jia-hao. Influences of freezing-thawing cycles on physico-mechanical properties of rocks of embankment revetments in permafrost regions[J]. , 2011, 32(5): 1369 -1376 .
[6] SUN Xiu-li , KONG Xian-jing , ZOU De-gao , LI Zhi-hua , ZHOU Tai-quan. Stress-strain-time relationship for municipal solid waste[J]. , 2011, 32(8): 2331 -2335 .
[7] ZHANG Shu-guang , LI Zhi-jian , XU Yi-hong , ZHANG Chuan-cheng. Three-dimensional numerical simulation and analysis of fluid-heat coupling heat-transfer in fractured rock mass[J]. , 2011, 32(8): 2507 -2511 .
[8] MA Lin-jian,LIU Xin-yu,XU Hong-fa,YANG Shi-gang,WANG Zi-jia. Stability analysis of salt rock gas storage cavern under uncontrolled blowout[J]. , 2011, 32(9): 2791 -2797 .
[9] CHEN Jian-sheng,CHEN Cong-xin,LU Zu-de,CHEN Wei-wei. Discussion of computational method of rock elastic modulus on in-situ direct shear test[J]. , 2011, 32(11): 3409 -3413 .
[10] WEN Jian-hua, ZHOU Cui-ying, HUANG Lin-chong, CHENG Ye. Study of classified evaluation of slope stability based on homotopy fuzzy C-mean clustering algorithm[J]. , 2012, 33(5): 1457 -1461 .