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Salt rock creep deformation forecasting using deep neural networks and analytical models for subsurface energy storage applications. [PDF]

Sci Rep
Shukla PK, Chakraborty T, Sari M, Sarout J, Mandal PP.   +4 more
europepmc   +1 more source

Full-lifecycle catastrophic evolution mechanisms of red-bed translational landslides. [PDF]

iScience
Zhou H, Zhou H, Zhou S, Zheng D, Wu S, Li A.   +5 more
europepmc   +1 more source

Creep model of roadway surrounding rock considering hardening effect and damage effect. [PDF]

PLoS One
Lv H.
europepmc   +1 more source

Damage characteristics and model of rock triaxial cyclic stress and relaxation under stress-seepage coupling. [PDF]

Heliyon
Bai Z, Shi T, Wang J, Zhang C.
europepmc   +1 more source

Coupled effect of unloading rate and water content on mortar under differential cyclic loading. [PDF]

Sci Rep
Liu Z, Cao P, Liu L, Wang F, Han D, Xu C.   +5 more
europepmc   +1 more source

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Damping ratio evolution of saturated Ningbo clays under cyclic confining pressure

Soil Dynamics and Earthquake Engineering, 2021
Abstract The mechanical behaviours of soft clays under cyclic loading are not only related to loading parameters, but also the physical indices of soft clay. One-way cyclic triaxial tests with constant confining pressure were adopted, however, the stress field induced by traffic loads includes cyclic confining pressure and cyclic deviator stress.
Juehao Huang
exaly   +2 more sources

Effects of cyclic confining pressure on the deformation characteristics of natural soft clay

Soil Dynamics and Earthquake Engineering, 2015
Abstract To investigate the coupling effects of cyclic deviator stress and cyclic confining pressure on the deformation behavior of natural soft clay under partially-drained conditions, a series of one-way cyclic triaxial tests with and without cyclic confining pressure were carried out.
Lei Sun
exaly   +2 more sources

Impacts of Initial Deviator Stress and Cyclic Confining Pressure on Mechanical Behaviors of Ningbo Clay under Cyclic Loading

International Journal of Geomechanics, 2021
Abstract The development of both accumulated axial strain and excess pore-water pressure under cyclic triaxial tests with and without cyclic confining pressure was the focus of the investigation.
Juehao Huang, Jian Chen, Wenhui Ke, Fusheng Liu, Youyan Bian   +4 more
exaly   +2 more sources