Results 21 to 30 of about 235,469 (330)

Strength Properties of Saturated Sand-Structure Interface by Triaxial Test Method

open access: yesShanghai Jiaotong Daxue xuebao, 2021
A novel test method for analyzing the influence of stress path and roughness of structure on the strength characteristics of saturated sand-structure interface by using triaxial apparatus is presented. By making a triaxial specimen with a slope structure
LIU Shiao, LIAO Chencong, CHEN Jinjian, YE Guanlin, XIA Xiaohe
doaj   +1 more source

Free Head Shear Test on Decomposed Granite Soil

open access: yesJournal of Engineering, 2023
The study presents the test results of Completely Decomposed Granite (CDG) soil tested under drained triaxial compression, direct shear and simple shear tests.
Haider Mohammed Mekkiyah   +1 more
doaj   +1 more source

Determination of the Internal Friction Angle of Gravel based on the p-q Graph for Direct Shear Tests [PDF]

open access: yesرویکردهای نوین در مهندسی عمران, 2018
Since its simplicity and availability, direct shear test is a current one. This test, compared to the triaxial test, provides different values for the parameters of the gravel due to the specific shape of the test device and the test approach.
Mohammad Reza Basiri   +1 more
doaj   +1 more source

Comparison of Shear Strength Characteristics of Unsaturated Soil From Triaxial Compression Tests with Direct Shear Tests

open access: diamondJournal of the Korean Geosynthetic Society, 2016
Hui-Seok Hwang   +3 more
openalex   +3 more sources

Anisotropic Shear Strength Behavior of Soil–Geogrid Interfaces

open access: yesApplied Sciences, 2021
This paper presents an experimental study on the anisotropic shear strength behavior of soil–geogrid interfaces. A new type of interface shear test device was developed, and a series of soil–geogrid interface shear tests were conducted for three ...
Jun Zhang   +6 more
doaj   +1 more source

Deterioration mechanism of loess from Ili valley region of China under wet and dry cycles: evidences from shear tests

open access: yesFrontiers in Earth Science, 2023
The properties of loess in the Ili region of China are significantly affected by repeated cycles of rainfall and evaporation. It is thus essential to investigate the deterioration mechanism of loess subjected to the wet and dry cycles. This paper employs
Runsen Lai   +5 more
doaj   +1 more source

Study of Sericite Quartz Schist Coarse-Grained Soil by Large-Scale Triaxial Shear Tests

open access: yesFrontiers in Physics, 2020
The large-scale triaxial consolidated-drained (CD) and consolidated-undrained (CU) shear tests were carried out to investigate performances of the sericite quartz schist coarse-grained soil on stress-strain, deformation, and strength under four different
Hui-qing Zhang   +6 more
doaj   +1 more source

Strength Characteristics of Nonpenetrating Joint Rock Mass under Different Shear Conditions

open access: yesAdvances in Civil Engineering, 2020
The mechanical property of jointed rock mass is an important factor to be considered in the analysis, evaluation, and design of actual rock engineering. The existence of joints threatens the stability and safety of underground engineering projects built ...
Qingzhi Chen, Yuanming Liu, Shaoyun Pu
doaj   +1 more source

Creep Properties and Creep Modelling of Guilin Red Clay

open access: yesApplied Sciences, 2023
In order to explore the creep characteristics of red clay under different pressures, the stress–strain curve and stress–strain–time curve of red clay under different pressures were obtained, and the triaxial shear and creep characteristics of red clay ...
Hailong Wei   +4 more
doaj   +1 more source

Modification of linear regression method for rock shear strength parameters under triaxial condition

open access: yesRock and Soil Mechanics, 2022
The triaxial strength envelope of rocks is usually nonlinear, and the shear strength parameters obtained by the linear regression method (LRM) are highly sensitive to confining pressure.
LI Bin   +3 more
doaj   +1 more source

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