Engineering geology properties and creeping strength characteristics of the silty mudstone in Gongjue County in Tibet of China

GUO Changbao; WANG Lei; LI Renjie; JI Feng; WANG Yang; YAN Xiaohai; LIU Gui

doi:10.16030/j.cnki.issn.1000-3665.202107012

2021 Vol. 48, No. 5

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GUO Changbao, WANG Lei, LI Renjie, JI Feng, WANG Yang, YAN Xiaohai, LIU Gui. Engineering geology properties and creeping strength characteristics of the silty mudstone in Gongjue County in Tibet of China[J]. Hydrogeology & Engineering Geology, 2021, 48(5): 54-64. doi: 10.16030/j.cnki.issn.1000-3665.202107012

Citation:

GUO Changbao, WANG Lei, LI Renjie, JI Feng, WANG Yang, YAN Xiaohai, LIU Gui. Engineering geology properties and creeping strength characteristics of the silty mudstone in Gongjue County in Tibet of China[J]. Hydrogeology & Engineering Geology, 2021, 48(5): 54-64. doi: 10.16030/j.cnki.issn.1000-3665.202107012

Engineering geology properties and creeping strength characteristics of the silty mudstone in Gongjue County in Tibet of China

1.
Institute of Geomechanics, Chinese Academy of Geological Sciences, Beijing　100081, China
2.
Key Laboratory of Active Tectonics and Geological Safety, Ministry of Natural Resources, Beijing　100081, China
3.
State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, Sichuan　610059, China

Received Date: 20 June 2021

Revised Date: 30 July 2021

Publish Date: 15 September 2021

Abstract

Abstract

The Triassic silty mudstone is encountered in the Sichuan-Tibet Railway, when it passes through Gongjue County in Tibet of Chian, and the rock is prone to cause large deformation under the condition of high geo-stress. In this study, we carried out the triaxial rock compression and triaxial creep tests under different confining pressures. Combined with the PFC numerical simulation, we have also studied the creeping characteristics and long-term strength of the silty mudstone under different confining pressures. The results show that the rheology of the Gongjue silty mudstone is characterized by the Nishihara creep model. With the continuous increase of the confining pressure, under the conditions of the creep and conventional triaxial tests, the silty mudstone specimens all undergo transition from tensile-shear failure to single-shear failure. The angle between the shear fracture surface and the horizontal line gradually decreases, and the number of microcracks decreases. Compared with the conventional triaxial test, the creep test has a wider range of influence on the crush zone caused by tensile stress. Under the conditions of high confining pressure, the silty mudstone is more prone to rheology. The numerical simulation results show that when the confining pressure increases, the axial strain, lateral strain and volumetric strain will increase, while the number of microcracks decrease. There is a linear increasing relationship between the instantaneous elastic modulus and the viscoelastic coefficient with the confining pressure, the viscoelastic modulus has a logarithmic growth relationship with the confining pressure, and the viscoplastic coefficient has an exponential growth relationship with the confining pressure. Under long-term loading, the long-term strength phase of the rock is lower than the instantaneous strength.
- Sichuan-Tibet Railway /
- silty mudstone /
- triaxial compression creeping test /
- deformation mechanism /
- numerical simulation

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References

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