›› 2012, Vol. 33 ›› Issue (2): 483-488.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Research on secondary porosity changing law of sandstone under saturation-air dry cycles

DENG Hua-feng1, 2, LI Jian-lin1, WANG Kong-wei1, LIU jie1, ZHU Min1, LU Tao1   

  1. 1. Key Laboratory of Geological Hazards in Three Gorges Reservoir Area of Ministry of Education, China Three Gorges University, Yichang, Hubei 443002, China; 2. College of Civil Engineering & Architecture, China Three Gorges University, Yichang, Hubei 443002, China
  • Received:2010-06-30 Online:2012-02-10 Published:2012-02-14

Abstract: After Three Gorges Project completion, the reservoir water level will be raised to 175 m and lowered to 145 m every year. During the fluctuation of the reservoir water level, the quality of rock mass of the bank slopes will be deteriorated gradually in water-rock interaction of saturation-air dry cycles. Thereafter, taking sand rock at the fluctuation of reservoir water level as a representative, an experiment model the process of saturation-air dry cycles is designed. Test results show that comparing with the conventional immersion experiment, the rise or decline of water pressure and the cycle of saturation-air dry have cumulative and magnified effect on the damage of rock mass. Tests also show that the greater change of water pressure in immersion, the greater impact on the ion concentration and secondary porosity; at the same time, the more cycles of saturation-air dry, the more serious damage to the rock mass. Based on the change of ion concentration, the computational method of secondary porosity change law in the rock which is consistent with measured changes of secondary porosity is proposed. It can be applied to on-site monitoring, which can speculate the water chemical reaction in rock, and how the secondary porosity rate has developed through long-term monitoring of ion concentration. Research results lay the foundation for the study of rock mass quality of the bank slopes deteriorating in the saturation-air dry cycles.

Key words: water-rock interaction, bank slope, secondary porosity

CLC Number: 

  • TU 457
[1] DENG Hua-feng, ZHI Yong-yan, DUAN Ling-ling, PAN Deng, LI Jian-lin. Mechanical properties of sandstone and damage evolution of microstructure under water-rock interaction [J]. Rock and Soil Mechanics, 2019, 40(9): 3447-3456.
[2] SONG Zhan-ping, CHENG Yun, YANG Teng-tian, HUO Run-ke, WANG Jun-bao, LIU Xin-rong, . Experimental study of the influence of osmotic pressure on pore structure evolution in limestone [J]. Rock and Soil Mechanics, 2019, 40(12): 4607-4619.
[3] YUAN Peng-bo, YANG Xuan-yu, ZHAO Tian-yu, . Deterioration characteristics of red-bed sandstone acoustic wave properties due to water and salt solution [J]. Rock and Soil Mechanics, 2019, 40(1): 227-234.
[4] DENG Hua-feng, ZHANG Heng-bin, LI Jian-lin, WANG Chen-xi-jie, ZHANG Yin-chai, WANG Wei, HU Ya-yun. Effect of water-rock interaction on unloading mechanical properties and microstructure of sandstone [J]. , 2018, 39(7): 2344-2352.
[5] DENG Hua-feng, XIAO Yao, FANG Jing-cheng, ZHANG Heng-bin, WANG Chen-xi-jie, CAO Yi. Shear strength degradation and slope stability of soils at hydro-fluctuation belt of river bank slope during drying-wetting cycle [J]. , 2017, 38(9): 2629-2638.
[6] DENG Hua-feng, HU An-long, LI Jian-lin, ZHANG Xiao-jing, HU Yu, CHANG De-long, ZHU Min. Statistical damage constitutive model of sandstone under water-rock interaction [J]. , 2017, 38(3): 631-639.
[7] PAN Yi, LIU Zhen, ZHOU Cui-ying, . Experimental study of disintegration characteristics of red-bed soft rock within water and its interface model [J]. , 2017, 38(11): 3231-3239.
[8] DING Wang-fei, ZHOU Yun-tao, . Fracture disintegration mechanism for quasi earthy bank slope during impounding in Three Gorges Reservoir [J]. , 2017, 38(1): 197-204.
[9] ZHENG Hong-chun ,DENG Jian-hui ,HU Wan-yu ,CUI Yu-long ,ZHOU Yuan-fu,. Study of artesian water model for reservoir bank slope [J]. , 2015, 36(3): 869-876.
[10] CHEN Hong-kai ,ZHAO Xian-tao ,TANG Hong-mei ,ZENG Yun-song ,Lü Tao,. Modified Kachugin method based on wave cut notch and critical height of soil and its engineering application [J]. , 2014, 35(4): 1095-1100.
[11] ZHOU Shi-liang, LIU Xiao-qiang, SHANG Ming-fang, LI Yi. Time-varying stability analysis of mudstone reservoir bank based on water-rock interaction [J]. , 2012, 33(7): 1933-1939.
[12] LU Tao, WANG Kong-wei, LI Jian-lin. Study of failure mode of sandstone under reservoir water pressures [J]. , 2011, 32(S1): 413-0418.
[13] WANG Hua. Study of deformation and failure mechanism of bridge foundation slope with physical simulation method [J]. , 2011, 32(7): 2034-2038.
[14] CHEN Bing-rui, FENG Xia-ting, YAO Hua-yan, XU Su-chao. Study on mechanical behavior of limestone and simulation using neural network model under different water-chemical environment [J]. , 2010, 31(4): 1173-1180.
[15] CHEN Yu,CAO Ping,PU Cheng-zhi,LIU Ye-ke,LI Na. Experimental study of effect of water-rock interaction on micto-topography of rock surface [J]. , 2010, 31(11): 3452-3458.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] XIANG Tian-bing, FENG Xia-ting, CHEN Bing-rui, JIANG Quan, ZHANG Chuan-qing. Rock failure mechanism and true triaxial experimental study of specimens with single structural plane under three-dimensional stress[J]. , 2009, 30(10): 2908 -2916 .
[2] YANG Guang, SUN Xun, YU Yu-zhen, ZHANG Bing-yin. Experimental study of mechanical behavior of a coarse-grained material under various stress paths[J]. , 2010, 31(4): 1118 -1122 .
[3] WEN Shi-qiang, CHEN Yu-min, DING Xuan-ming, ZUO Wei-long. Application of grouted gravel pile in soft subgrade improvement of expressway[J]. , 2010, 31(5): 1559 -1563 .
[4] ZHANG Chang-guang,ZHANG Qing-he,ZHAO Jun-hai. Unified solutions of shear strength and earth pressure for unsaturated soils[J]. , 2010, 31(6): 1871 -1876 .
[5] YANG Tian-hong, CHEN Shi-kuo, ZHU Wan-cheng, LIU Hong-lei. Coupled model of gas-solid in coal seams based on dynamic process of pressure relief and gas drainage[J]. , 2010, 31(7): 2247 -2252 .
[6] HU Xiu-hong,WU Fa-quan. Research on two-parameter negative exponential distribution of discontinuity spacings in rock mass[J]. , 2009, 30(8): 2353 -2358 .
[7] LI Wei-chao, XIONG Ju-hua, YANG Min. Improved method for calculating anti-overturning safety factor of cement-soil retaining wall in layered soil[J]. , 2011, 32(8): 2435 -2440 .
[8] ZHANG Gui-min , LI Yin-ping , SHI Xi-lin , YANG Chun-he , WANG Li-juan. Research on a model material preparation method for alternate layered rock mass and preliminary experiment[J]. , 2011, 32(S2): 284 -289 .
[9] WANG Wei LI Xiao-chun LI Qiang SHI Lu WANG Ying BAI Bing. Small size in-situ transient pulse permeability measurement system and its experimental research[J]. , 2011, 32(10): 3185 -3189 .
[10] HU Cun, LIU Hai-xiao, HUANG Wei. Damage-dependent bounding surface model for cyclic degradation of saturated clay[J]. , 2012, 33(2): 459 -466 .