Degradation of Typical Sandstone from the Three Gorges Reservoir under the Action of Alternate Drying and Wetting Cycles

WANG Le-hua, JIN Jing, ZHAO Er-ping, WAN Liang-peng, DENG Hua-feng

Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (6) : 76-80.

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Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (6) : 76-80. DOI: 10.11988/ckyyb.20160251
ROCK SOIL ENGINEERING

Degradation of Typical Sandstone from the Three Gorges Reservoir under the Action of Alternate Drying and Wetting Cycles

  • WANG Le-hua1,2, JIN Jing1, ZHAO Er-ping1,2, WAN Liang-peng3, DENG Hua-feng1,2
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Abstract

The degradation of sandstone, including mass degradation and variation of shear strength parameters, under the action of cyclic drying and water adsorption in high temperature season was simulated in laboratory. Sandstone samples were taken from Fanjiaping landslide in the Three Gorges Reservoir. Results indicate that 1) mass degradation rate and water adsorption rate fluctuated non-linearly under drying and wetting cycles, reflecting the dynamic development of fractures in the sandstone; 2) cohesion c and internal friction angle φ of sandstone reduced by a large margin in the initial stage of drying-wetting cycles, and then reduced steadily in the later stage, which is similar with the mass degradation law; 3) a method of determining the strength of sandstone in quantitative sense according to the extension angle of direct shear failure cracks was proposed. The research results are of practical significance to predicting rock deterioration in central China with humid climate and large temperature difference between day and night.

Key words

heating and water absorption / direct shear test / fracture development / direct shear failure mode / drying-wetting cycle / degradation of rock quality

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WANG Le-hua, JIN Jing, ZHAO Er-ping, WAN Liang-peng, DENG Hua-feng. Degradation of Typical Sandstone from the Three Gorges Reservoir under the Action of Alternate Drying and Wetting Cycles[J]. Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 76-80 https://doi.org/10.11988/ckyyb.20160251

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