Discrete Element Method Analyses of Bond Degradation Evolutions for Cemented Soils
The degradation of soil bonding, which can be described by the evolution of bond degradation variables, is essential in the constitutive modeling of cemented soils.
Jie He, Tao Li, Yi Rui
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Blasting excavation in three-dimensional (3D) high geo-stress underground engineering often induces time-delay catastrophes in the surrounding rock within a certain distance from the working face.
Zhi Zheng +6 more
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Experimental study on granite and the determination of its true strain-rate effect
To accurately determine the true strain-rate effect of granite in split Hopkinson pressure bar (SHPB) tests, systematic experimental studies from quasi-static to dynamic loading on the same batch of granite samples is required.
Yong Cai, Shuisheng Yu, Yubin Lu
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Effect of intermediate stress on permeability of sedimentary rock under true triaxial compression
D Asahina +4 more
openaire +1 more source
An Experimental Study on Fiber Reinforcement of a Polymer TSL Material. [PDF]
Liang H +6 more
europepmc +1 more source
The influence of stress path and flaw morphology on the failure mechanism and mechanical properties of rock masses. [PDF]
Wu N, Gan Y, Hu J, Sun R, Zeng H.
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Mechanical response of high-porosity rocks under high triaxial confining pressure and experimental study of indentation tests. [PDF]
Gai J, Li W.
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Amorphization-Mediated Si-I to Si-V Phase Transition and Reversible Amorphous Si-V Phase Memory in Silicon Nanoparticles. [PDF]
Deng Z, Namakian R, Gao W.
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Fracture characteristics and failure mechanisms of coal-rock composites under complex true triaxial stress paths. [PDF]
Zhang C +5 more
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A Unified Temperature-Dependent Elastoplastic Damage Framework for Concrete from Sub-Zero to Elevated Temperatures. [PDF]
Gao P +6 more
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