Results 1 to 10 of about 65,186 (304)

Experimental study of the particle agglomeration on its mechanical properties of collapsible loess

open access: yesFrontiers in Earth Science, 2022
Loess, distributed all over the world, exhibits the behavior that is related to their formation history, mineralogy, and microstructure, which can cause serious geotechnical engineering problems.
Meng Zhao   +7 more
doaj   +1 more source

Detection of former goaf and analysis of deformation characteristics of overburden in Dameidong coal mine

open access: yesFrontiers in Earth Science, 2023
In order to analyze the deformation of the old goaf in Dameidong Coal Mine and its influence on the surrounding rock and soil layer, it provides guidance for the prevention and control of geological disasters in the region.
Zhan-Xi Wei   +9 more
doaj   +1 more source

Stability analysis of unsaturated soil slope considering softening and non-softening approach [PDF]

open access: yesE3S Web of Conferences, 2023
In conventional geotechnical engineering practice, peak shear strength parameters are widely used in the design of geo-structures constructed with or within unsaturated soils.
Yang Xiuhan, Vanapalli Sai
doaj   +1 more source

Transient electromagnetic detection and numerical simulation analysis of the deformation characteristics of an old goaf in an alpine coal mine area

open access: yesFrontiers in Earth Science, 2023
In this paper, Qinghai alpine mining area is taken as the research object to explore the deformation characteristics of overlying strata in alpine mining area, so as to prevent geological disasters caused by over-exploitation in alpine mining area.
Zhan-Xi Wei   +8 more
doaj   +1 more source

A Unified Two Independent Stress Variable Approach to Moisture-Change-Induced Unsaturated Soil Volume Change [PDF]

open access: yesE3S Web of Conferences, 2023
In 1968, Matyas and Radhakrishna introduced the concept of the state surface, demonstrating that unsaturated soil volume change is dependent on two independent stress state variables, net total stress and suction.
Houston Sandra, Zhang Xiong
doaj   +1 more source

Incremental nonlinear constitutive model and parameter variation of transversely isotropic unsaturated soils

open access: yesYantu gongcheng xuebao, 2021
In order to establish the constitutive model that can simultaneously reflect the unsaturated state, transverse isotropy and nonlinearity of soils, the mechanical properties and constitutive models of unsaturated transverse isotropic soils are ...
GUO Nan 1 , CHEN Zheng-han 1, 2, YANG Xiao-hui 1, GUO Jian-feng 2
doaj   +1 more source

Mechanical behaviors and constitutive model for unsaturated soils

open access: yesYantu gongcheng xuebao, 2023
The ground surface soils are almost unsaturated, especially in arid and semi-arid areas, and the engineering problems of unsaturated soils cannot be properly explained and dealt with by the saturated soil mechanics and the relevant experimental means ...
SUN De'an
doaj   +1 more source

The performance of laterally loaded piles in layered sandy soils under variable degree of saturation [PDF]

open access: yesE3S Web of Conferences, 2023
This paper investigates the capacity of a single laterally loaded pile in single- and multi-layered sandy soils under dry, unsaturated and saturated conditions for a wide range of void ratios.
Hasan Ahmed, Hummadi Rizgar, Azeez Omed
doaj   +1 more source

Bounding surface constitutive model for unsaturated soils considering microscopic pore structure and bonding effect [PDF]

open access: yesE3S Web of Conferences, 2020
This article presents a bounding surface model for unsaturated soils by using skeleton stress and bonding variable based on microcosmic pore structure as constitutive variables.
Han Bowen   +4 more
doaj   +1 more source

Estimation of hydraulic conductivity of unsaturated soils under entire suction range

open access: yesYantu gongcheng xuebao, 2022
The hydraulic conductivity of unsaturated soils controls their water flow. Most numerical softwares adopt the hydraulic conductivity function (HCF) as the input parameter to simulate the water flow in unsaturated soils.
ZHAI Qian 1, 2, ZHU Yi-yao 1, 2, YE Wei-min 3, DU Yan-jun 4, DAI Guo-liang 1, 2, ZHAO Xue-liang 1, 2
doaj   +1 more source

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