期刊论文详细信息
Acta Geophysica
Cyclic loading–unloading creep behavior of composite layered specimens
Jian-Long Cheng1  Peng Xu2  Bo Hu3  Sheng-Qi Yang3 
[1] Chengdu University of Technology;China Construction Third Engineering Design Bureau Co., Ltd;China University of Mining and Technology
关键词: Rock-like material;    Anisotropy;    Creep tests;    Visco-elasto-plastic deformation;    Creep failure;   
DOI  :  10.1007/s11600-019-00261-x
学科分类:地球科学(综合)
来源: Polska Akademia Nauk * Instytut Geofizyki
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【 摘 要 】

Soft and hard interbedded rocks show obvious time-dependent deformation after deep tunnel excavations, and it is therefore necessary to research the mechanical behavior of the layered rock. However, it is hard to obtain ideal transversely isotropic rocks in fields, so rock-like specimens were poured by using artificial materials. Cyclic loading–unloading creep experiments were performed on the artificial layered cemented specimens with various layer angles (0°, 30°, 60° and 90°) at a 20 MPa confinement. Time-independent deformations and time-dependent deformations of the rock-like specimens were distinguished to investigate the visco-elasto-plastic deformation characteristics. Instantaneous elastic strain and instantaneous plastic strain had linear correlations with stress ratio, whereas creep strain, including visco-elastic strain and visco-plastic strain, increased nonlinearly with an increasing stress ratio. The specimens with a small layer angle had more noticeable time-independent and time-dependent deformations and larger steady-state creep rates than those of the specimens with a large layer angle. Attenuation creep and secondary creep could be observed at relative low stress levels, whereas accelerating creep until failure occurred at the creep failure stress level. The time for creep failure can be predicated according to the axial steady-state creep rate or volumetric creep curve. Damage in the rock-like specimens showed linear correlation with the stress ratio. Dip angle has a significant effect on the creep failure mode under cyclic loading–unloading conditions.

【 授权许可】

Unknown   

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