Results 221 to 230 of about 2,536 (250)

Undrained cyclic triaxial behavior of saturated clays under variable confining pressure

Soil Dynamics and Earthquake Engineering, 2012
A laboratory study on the undrained dynamic behavior of saturated clays in cyclic triaxial tests with a variable confining pressure (VCP tests) is presented. Tests were performed on remolded clayey samples using a dynamic triaxial device where the deviatoric stress and confining pressure can be varied simultaneously.
Chuan Gu, Jun Wang, Yuanqiang Cai, Zhongxuan Yang, Yufeng Gao   +4 more
openaire   +1 more source

Effect of cyclic confining pressure on excess pore water pressure variation inside granule-clay mixtures

International Journal of Geotechnical Engineering, 2019
This study investigates the results of experimental and numerical studies on effect of Variable Confining Pressure (VCP) on Excess Pore Water Pressure (EPWP) increase in granule-clay mixtures.
Javad Jalili, Saber Safari, Ali Shafiee
openaire   +1 more source

Laboratory investigation on slip behaviors of fault induced by cyclic confining pressure

Engineering Geology, 2023
Han Liu, Hu Si, Dayang Xu, Kun Long
openaire   +1 more source

Dynamic Behaviors of Overconsolidated Clay under Cyclic Confining Pressure

International Journal of Geomechanics, 2022
Juehao Huang, Jian Chen, Song Yu, Xiaodong Fu, Guochao Zhang, Ning Tian   +5 more
openaire   +1 more source

Effect of confining pressure on the mechanical properties of heterogeneous rocks under cyclic loading

Physics of Fluids
To investigate the influence of mesoscopic heterogeneity and confining pressure on the mechanical properties of granite under cyclic loading, a series of biaxial compression tests were conducted on granite samples with different mineral crystal size distributions using Particle Flow Code (PFC) software.
Hengjie Luan, Ziyi Liu, Jiankang Liu, Yujing Jiang, Sunhao Zhang, Bo Li, Qinglin Shan, Zhiwei Jia   +7 more
openaire   +1 more source

Modeling permanent strains of granular soil under cyclic loading with variable confining pressure

Acta Geotechnica, 2019
Previous experimental studies showed that variable confining pressure (VCP) promoted the development of permanent strains of granular soils in most cases and indicated VCP should not be ignored. However, existing empirical formulas do not fully account for the effect of VCP on permanent strains.
Qi Sun, Quanyang Dong, Yuanqiang Cai, Jun Wang   +3 more
openaire   +1 more source

Triaxial Cyclic Compression Testing of hot mix asphalt with cyclic confining pressure

2014
Bernhard Hofko, Markus Hospodka, Ronald Blab   +2 more
openaire   +2 more sources

Energy Evolution Characteristics of Sandstones During Confining Pressure Cyclic Unloading Conditions

Rock Mechanics and Rock Engineering, 2022
Yu Zhao, Shuang Dang, Jing Bi, Chaolin Wang, Fei Gan, Jiashen Li   +5 more
openaire   +1 more source

Effect of Confining Pressure on the Damage Evolution and Failure Behaviors of Intact Sandstone Samples During Cyclic Disturbance

Rock Mechanics and Rock Engineering, 2021
Minggao Tang, Chun’an Tang, Tang Chun'An   +2 more
exaly  

Cyclic loading of confining pressure on partially saturated sand

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1993
openaire   +1 more source