Evolutionary features of microscopic damage in shale under unloading action. [PDF]
Liang Y, She H, Ding W, She H.
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Stress-strain and fracture acoustic emission dataset of high-strength concrete for metro tunnel lining under different stress states. [PDF]
Tu H, Han Z, Wang Z, Chen P, Yang G.
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End-Edge-Cloud Collaborative Monitoring System with an Intelligent Multi-Parameter Sensor for Impact Anomaly Detection in GIL Pipelines. [PDF]
Li Q, Zeng K, Zhou Y, Xie X, Tang G.
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Failure control of large-scale exposed tunnels under the combined effects of excavation damage and dynamic disturbance at a depth of 1240 m. [PDF]
Jiang M +8 more
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Research on the main controlling factors of low permeability coal seam under the action of high-pressure water jetting. [PDF]
Cao P, Kang X, Niu X, Ren C, Xu Z.
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Development and Application of a Laboratory Simulation Device for the Underground Compressed Air Energy Storage System. [PDF]
Fu Y, Chen S, Zheng K, Zhang Y.
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Study on the Mechanical Properties of Optimal Water-Containing Basalt Fiber-Reinforced Concrete Under Triaxial Stress Conditions. [PDF]
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Relaxation behaviour of Jinping marble under true triaxial stresses
International Journal of Rock Mechanics and Mining Sciences, 2022Abstract After being excavated for a certain time, deeply buried rock mass is still likely to suffer time-dependent failure. Long-term time-dependent failure may lead to the stability failure of engineering structures. As a special case of time-dependent behaviour, the stress relaxation of hard rock be of great research significance.
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Petrophysical Studies of Sandstones under True-Triaxial Stress Conditions
63rd EAGE Conference & Exhibition, 2001Development of an innovative polyaxial (true-triaxial) stress loading system is described. The system was originally designed to determine ultrasonic velocities, fluid permeability and elastic properties on cubic rock specimens in which sets of orientated fractures and microcracks had been introduced.
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