Results 181 to 190 of about 2,940 (209)

Evaluating the influence of anthropogenic hillslope modulation in relation to shallow landslides in the Rishikhola region, Darjeeling-Sikkim Himalaya, India. [PDF]

Sci Rep
Sarkar S, Saha K.
europepmc   +1 more source

Triaxial behavior and microstructural insights of loose sandy soil stabilized with alkali activated slag. [PDF]

Sci Rep
Banaian M, Fattahi SM, Soroush A, Komaei A.   +3 more
europepmc   +1 more source

Study on the effect of cementation solution concentration on sand fixation by fiber reinforced MICP. [PDF]

PLoS One
Tao H, Sun C, Qu J, Huang Y.
europepmc   +1 more source

Emerging investigator series: metagenomic insights into microbial controls of carbon cycling in alpine soils.

Environ Sci Process Impacts
Bright K, Dienes B, van Dongen B, Strashnov I, Han X, Aeppli M.   +5 more
europepmc   +1 more source

Advanced Soil Constitutive Models for Predicting Soil-Pile-Superstructure Interaction: Evaluating Liquefiable Soil Behavior Under Monotonic, Cyclic, and Seismic Loading

Joneidi M, Medicus G, Shafieiganjeh R, Bathaeian I, Schneider-Muntau B.   +4 more
europepmc   +1 more source

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Some remarks on two and three dimensional consolidation analysis of sand-drained ground

Computers and Geotechnics, 1991
Although the consolidation of sand-drained ground is three dimensional in nature, it has often been analyzed by two dimensional procedure due to the simplicity in computation. Nevertheless, whether such an approach is adequate remains questionable. In this paper, an in-depth study has been made to clarify this question by conducting a systematic two ...
Y K Cheung
exaly   +3 more sources

Research on Consolidation Modal of Sand-Drained Layer Ground with Impeded Boundaries under Hierarchical Loadings

Applied Mechanics and Materials, 2014
In practical, the drainage cushion layer (such as sand layer) has certain permeability. It means the permeability of the drainage cushion layer is neither a infinitesimal or infinity. This condition is named as the semi-permeable boundary. In the existing consolidation analysis, this condition is simplified as the ideal drainage boundaries.
Hong Xing Zhou, Yong Cha Lin, Zhi Liang Dong, Ping Shan Chen   +3 more
exaly   +2 more sources

Some aspects of sand-drained ground

International Journal of Rock Mechanics and Mining Sciences, 1983
exaly   +2 more sources

Consolidation analysis of sand-drained ground by F.E.M.

International Journal of Rock Mechanics and Mining Sciences, 1989
exaly   +2 more sources

Behavior of Sand–Tire Chip Mixtures in Constant Shear Drained Stress Path

Journal of Materials in Civil Engineering, 2022
Jayan S Vinod, M Neaz Sheikh
exaly