Results 41 to 50 of about 46,330 (311)

Experimental study on fully softened shear strength of expansive soil

open access: yesYantu gongcheng xuebao, 2020
The fully softened strength tests are carried out on the expansive soil samples from the Yangtze-Huaihe River Water Transfer Project. The fully softened strength indexes under different moisture contents and shear rates are discussed and analyzed.
ZHANG Kun-yong 1, 2, XU Na 2, CHEN Shu 3, ENAMULLAH Baba Kalan 2, XIE Yu-fei 4
doaj   +1 more source

Successive cycles of soil drying and wetting improve tolerance to drought in mangabeira [PDF]

open access: yesPesquisa Agropecuária Brasileira, 2023
The objective of this work was to evaluate biomass accumulation and photosynthesis in mangabeira, in response to water deficit and to successive soil drying and wetting cycles.
Adriana Miguel Fernando   +1 more
doaj   +1 more source

Compaction behaviour of clay [PDF]

open access: yes, 2008
This paper presents an experimental study of the compaction behaviour of non-active clay. One-dimensional static compaction tests were carried out at high and medium water content with matric suction monitoring using Trento high-capacity tensiometers. At
De Col, E., Tarantino, Alessandro
core   +1 more source

Understanding and controlling the ingress of driven rain through exposed, solid wall masonry structures [PDF]

open access: yes, 2014
Long term performance of historic buildings can be affected by many environmental factors, some of which become more apparent as the competence of the fabric deteriorates.
Bowler   +5 more
core   +1 more source

Simulation of moisture variations in concrete during prolonged alternate wetting and drying cycles using 3D discrete network model

open access: yesCase Studies in Construction Materials, 2023
The precise prediction of moisture variations within concrete is of great significance because various deterioration phenomena spanning corrosion to carbonation are induced by mass transfer facilitated by the presence of moisture.
Dheeraj Waghmare   +3 more
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

Experimental Studies on Drying-Wetting Cycle Characteristics of Expansive Soils Improved by Industrial Wastes

open access: yesAdvances in Civil Engineering, 2018
The improved engineering properties of the expansive soil by mixing with various additives will be changed during the long-term variation of the meteorological and hydrological conditions.
Hao Ye   +4 more
doaj   +1 more source

Evolving fracture patterns: columnar joints, mud cracks, and polygonal terrain [PDF]

open access: yes, 2013
When cracks form in a thin contracting layer, they sequentially break the layer into smaller and smaller pieces. A rectilinear crack pattern encodes information about the order of crack formation, as later cracks tend to intersect with earlier cracks at ...
Goehring, Lucas
core   +2 more sources

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

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

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