C
Chao-Sheng Tang
Researcher at Nanjing University
Publications - 147
Citations - 6345
Chao-Sheng Tang is an academic researcher from Nanjing University. The author has contributed to research in topics: Water content & Soil water. The author has an hindex of 29, co-authored 110 publications receiving 3907 citations. Previous affiliations of Chao-Sheng Tang include École des ponts ParisTech & University of North Carolina at Charlotte.
Papers
More filters
Journal ArticleDOI
Strength and mechanical behavior of short polypropylene fiber reinforced and cement stabilized clayey soil
TL;DR: In this article, the effects of discrete short polypropylene fiber (PP-fiber) on the strength and mechanical behavior of uncemented and cemented clayey soil were investigated.
Journal ArticleDOI
Effect of polypropylene fibre and lime admixture on engineering properties of clayey soil
TL;DR: In this article, the influence of the mixture of polypropylene fiber and lime on the engineering properties of a clay-ey soil was investigated and analyzed through scanning electron microscopy (SEM) analysis of the specimens after shearing.
Journal ArticleDOI
Influencing factors of geometrical structure of surface shrinkage cracks in clayey soils
TL;DR: In this paper, the authors investigated the effects of temperature, thickness of soil layer, wetting and drying cycles and soil types on geometrical structure of surface shrinkage cracks in clayey soils.
Journal ArticleDOI
Interfacial shear strength of fiber reinforced soil
TL;DR: In this paper, the authors evaluated the factors affecting the interfacial strength properties of polypropylene fiber (PP-fiber) reinforced soil by using a modified special apparatus and found that the designed pull-out test is an efficient method to qualitatively obtain the inter-surface peak strength (IPS) and interfacial residual strength (IRS) of fiber/soil.
Journal ArticleDOI
Experimental characterization of shrinkage and desiccation cracking in thin clay layer
TL;DR: Wang et al. as discussed by the authors investigated water evaporation, volume shrinkage, surface crack initiation and propagation processes during the whole drying period with application of image processing technique, the geometric or morphological characteristics of crack patterns were quantitatively described.