Results 51 to 60 of about 8,374 (273)
Analysis of changes in volume and propagation of cracks in expansive soil due to changes in water content [PDF]
Expansive clay soils are a problem for agriculture and engineering because they are susceptible to change in volume due to seasonal variation in water content and temperature.
Silvio Romero de Melo Ferreira +4 more
doaj +1 more source
In this study, to reveal the swelling and cracking characteristics of expansive soil subjected to cyclic drying-wetting of acid rain, the effects of acid rain and cyclic drying-wetting on the swelling deformation of expansive soil were studied by using ...
Jin Chang +6 more
doaj +1 more source
Freeze-drying modeling and monitoring using a new neuro-evolutive technique [PDF]
This paper is focused on the design of a black-box model for the process of freeze-drying of pharmaceuticals. A new methodology based on a self-adaptive differential evolution scheme is combined with a back-propagation algorithm, as local search method ...
Fissore, Davide +4 more
core +1 more source
Experimental study on fully softened shear strength of expansive soil
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
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
Expansive soil is prone to cracks under a drying–wetting cycle environment, which brings many disasters to road engineering. The main purpose of this study is use coal gangue powder to improve expansive soil, in order to reduce its cracks and further ...
Hongxing Zhu +3 more
semanticscholar +1 more source
Influence of Dry-Wet Cycles on the Structure and Shear Strength of Loess
The dry-wet cycle is an important factor that causes slope instability and foundation settlement in loess regions. In order to study the effects of the dry-wet cycle on the structure and shear strength of loess, isotropic compression tests and triaxial shear tests were carried out on loess with different numbers of dry-wet cycles. The results show that
Xiaoliang Wang +6 more
openaire +1 more source
The mine water environment in underground reservoirs poses great threat to the durability of artificial concrete dams, mainly due to the coupled sulfate and drying-wetting cycles.
Zhen-bo Wang +5 more
semanticscholar +1 more source
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
This research examined the drying–wetting cycles induced changes in undrained triaxial shear strength parameters and microstructural changes of Yili loess. The drying–wetting cycles were selected as 0, 1, 3, 5, 10, 20 and 30.
Ruihua Hao +6 more
semanticscholar +1 more source

