›› 2012, Vol. 33 ›› Issue (11): 3306-3313.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental research on strength deterioration rules of sandstone under “saturation-air dry” circulation function

DENG Hua-feng,LI Jian-lin,ZHU Min,WANG Kong-wei,WANG Le-hua,DENG Cheng-jin   

  1. College of Civil Engineering & Architecture, China Three Gorges University, Yichang, Hubei 443002, China
  • Received:2011-08-24 Online:2012-11-12 Published:2012-11-14

Abstract: The variable amplitude of the reservoir water level is the stability sensitive area of the reservoir bank slopes. How will the rock mass strength degrade under the “saturation-air dry” circulation function and the geological hazards caused by the circulation function are very serious and inevitable problems. Thereafter, taking sand rock in the variable amplitude of typical reservoir bank in Three Gorges reservoir area, tests are performed to simulate the process of the “saturation-air dry” cycles. The experimental results show that the compressive strength, cohesion and internal friction angle of the sand rock samples all deteriorate gradually in the "saturation-air dry" cyclic process; and the change rules are basically consistent. Moreover, tests also show that the greater change of the water pressure in immersion, the longer of the soaking time and the more cycle numbers of the “saturation-air dry”, the more serious damage of the rock mass, which indicates that the rise or decline of water pressure and the "saturation-air dry" circulation function have cumulative damage on the samples. At last, water-rock interaction mechanism under the “saturation-air dry” circulation function are discussed in detail based on the experimental research. Research results have an important reference for the study of deterioration law of variable amplitude rock in reservoir bank, and provide favorable evidences for the long-term stability analysis of reservoir bank slopes.

Key words: saturation-air dry, circulation function, strength deterioration

CLC Number: 

  • TV 61
[1] GAO Feng, XIONG Xin, ZHOU Ke-ping, LI Jie-lin, SHI Wen-chao, . Strength deterioration model of saturated sandstone under freeze-thaw cycles [J]. Rock and Soil Mechanics, 2019, 40(3): 926-932.
[2] DENG Hua-feng ,LUO Qian ,LI Jian-lin ,HE Ming ,YUAN Xian-fan ,ZHU Min . Dynamic characteristics deterioration laws of sandstone under cyclic saturation-air drying [J]. , 2013, 34(9): 2468-2474.
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