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Zhuoying Tan, Meifeng Cai, and Xingguang Zhao, Statically accelerated experimental simulation on the deterioration of dynamic strength of rock, J. Univ. Sci. Technol. Beijing , 12(2005), No. 4, pp.298-302.
Zhuoying Tan, Meifeng Cai, and Xingguang Zhao, Statically accelerated experimental simulation on the deterioration of dynamic strength of rock, J. Univ. Sci. Technol. Beijing , 12(2005), No. 4, pp.298-302.
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Statically accelerated experimental simulation on the deterioration of dynamic strength of rock

摘要: In order to reveal the strength deterioration law of rock mass under an acidified environment, a series of experiments on strength deterioration and the environmental effect on marble and diabase under the conditions of three kinds of acids (H2SO4, HNO3 and HCl) with three contents (1.0%, 5.0% and 10.0%) in a static fluid surrounding were carried out by single factor simulation. After the stones had been saturated in the above solutions for 90 days, an indoor weathering simulation had been observed for 300 days and its strength characteristics were measured under static/dynamic load and that results were compared with those under the natural condition. It is evident that the strength is emaciated greatly after the stones eroded by the liquids, whether under the static or dynamic load.

 

Statically accelerated experimental simulation on the deterioration of dynamic strength of rock

Abstract: In order to reveal the strength deterioration law of rock mass under an acidified environment, a series of experiments on strength deterioration and the environmental effect on marble and diabase under the conditions of three kinds of acids (H2SO4, HNO3 and HCl) with three contents (1.0%, 5.0% and 10.0%) in a static fluid surrounding were carried out by single factor simulation. After the stones had been saturated in the above solutions for 90 days, an indoor weathering simulation had been observed for 300 days and its strength characteristics were measured under static/dynamic load and that results were compared with those under the natural condition. It is evident that the strength is emaciated greatly after the stones eroded by the liquids, whether under the static or dynamic load.

 

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