Results 41 to 50 of about 46,008 (311)

Network modelling of the influence of swelling on the transport behaviour of bentonite [PDF]

open access: yes, 2016
Wetting of bentonite is a complex hydro-mechanical process that involves swelling and, if confined, significant structural changes in its void structure.
Athanasiadis, Ignatios   +2 more
core   +2 more sources

Experimental study on the disintegration of granite residual soil under the combined influence of wetting–drying cycles and acid rain

open access: yesGeomatics, Natural Hazards & Risk, 2019
Granite residual soil has obvious disintegration characteristics, resulting in serious water and soil losses in South China. There is a lack of studies on the disintegration of granite residual soil.
Weiping Liu   +3 more
doaj   +1 more source

A study of fissures evolution of the Neogene clay complexs under wetting and drying cycles

open access: yesShuiwen dizhi gongcheng dizhi, 2021
In the present investigation, laboratorial test is conducted to examine the evolution law of fissures of the Wuxiang clay complexs under wetting and drying cycles.
Wang REN, Jiading WANG, Xiaorui BIAN
doaj   +1 more source

How well do CMIP5 climate simulations replicate historical trends and patterns of meteorological droughts? [PDF]

open access: yes, 2015
Assessing the uncertainties and understanding the deficiencies of climate models are fundamental to developing adaptation strategies. The objective of this study is to understand how well Coupled Model Intercomparison-Phase 5 (CMIP5) climate model ...
Aghakouchak, A   +7 more
core   +2 more sources

Effect of Drying-Wetting Cycles on Engineering Properties of Expansive Soils Modified by Industrial Wastes

open access: yesAdvances in Materials Science and Engineering, 2020
The swelling properties of expansive soils can be reduced by the addition of modifiers. Nevertheless, the performance deterioration after modification occurs when weathering for a long term.
Chengfu Chu   +6 more
doaj   +1 more source

Intrusion and extrusion of water in hydrophobic nanopores [PDF]

open access: yes, 2017
Heterogeneous systems composed of hydrophobic nanoporous materials and water are capable, depending on their characteristics, of efficiently dissipating (dampers) or storing ("molecular springs") energy.
Casciola, Carlo Massimo   +3 more
core   +1 more source

Experimental Study on the Triaxial Compression Properties of Coarse-Grained Filling Soil under Drying–Wetting Cycles

open access: yesGeofluids, 2022
To explore the mechanical properties of coarse-grained filling soil in the hydrofluctuation belt of the Baihetan reservoir, a fast drying–wetting cycle method for large-scale triaxial tests was developed and a series of large-scale triaxial compression ...
Shuyi Li   +5 more
doaj   +1 more source

Experimental Study on Determining Unsaturated Property of Soil [PDF]

open access: yes, 1980
This paper deals with the experimental study of hydraulic properties of unsaturated soil. In treating unsaturated zone, a great deal more data are required than are required for the saturated zone, but these properties of soils must be known to apply the
Kono, Iichiro, Nishigaki, Makoto
core   +1 more source

Statistical Damage Model of Altered Granite under Dry-Wet Cycles [PDF]

open access: yesSymmetry, 2019
This paper presents a new statistical damage constitutive model using symmetric normal distribution. The broken rock microbody obeyed symmetric normal distribution and the equivalent strain principle in damage mechanics. The uniaxial compression tests of samples subjected to dry-wet cycles were performed.
Xuxin Chen   +4 more
openaire   +1 more source

Triaxial shear behavior of basalt fiber reinforced loess under drying−wetting cycles

open access: yesRock and Soil Mechanics, 2022
In this paper, the digital image based triaxial shear test, computed tomography (CT) scanning test and scanning electron microscopy (SEM) test were employed to investigate triaxial shear behavior and microstructure evolution of basalt fiber reinforced ...
XU Jian, WU Zhi-peng, CHEN Hui
doaj   +1 more source

Home - About - Disclaimer - Privacy