Statistical Damage Softening Model for Rock and Back Analysis of Its Parameters

HUANG Hai-feng; JU Neng-pan; LAN Kang-wen; LI Meng; KONG Wei; GUO Lu-yao

doi:10.11988/ckyyb.20170042

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Journal of Changjiang River Scientific Research Institute ›› 2018, Vol. 35 ›› Issue (6) : 102-106. DOI: 10.11988/ckyyb.20170042

ROCK SOIL ENGINEERING

Statistical Damage Softening Model for Rock and Back Analysis of Its Parameters

HUANG Hai-feng¹, JU Neng-pan¹, LAN Kang-wen², LI Meng¹, KONG Wei¹, GUO Lu-yao¹

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Abstract

On the premise of assuming that micro-unit strength obeys Weibull distribution, a statistical damage softening model for rock is established based on the continuum damage theories to reflect the strain softening of rock. The model contains two undetermined coefficients, one of which can be determined by the peaks of stress-strain curves, and another depends on the micro-unit strength parameters. By analyzing the influence of the micro-unit strength parameters on the model, the model parameters are determined through optimized back analysis. On this basis, reasonable strength criterion is selected according to the micro-unit strength parameters; hence the low precision of solving model parameters by traditional methods are overcome. Furthermore, the correctness and rationality of the proposed method are verified by conventional triaxial compressive test of red-bed mudstone on YSJ-01-00 rock triaxial creep testing machine.

Key words

rock mechanics / statistical damage / micro-unit strength / Weibull distribution / back analysis

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HUANG Hai-feng, JU Neng-pan, LAN Kang-wen, LI Meng, KONG Wei, GUO Lu-yao. Statistical Damage Softening Model for Rock and Back Analysis of Its Parameters[J]. Journal of Changjiang River Scientific Research Institute. 2018, 35(6): 102-106 https://doi.org/10.11988/ckyyb.20170042

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