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A platform for research: civil engineering, architecture and urbanism
Shearing Behavior of Widely-Graded Soils Under Low Confining Pressures
Colluvial soils are widely distributed on natural terrains. Shallow-seated failures with sliding depths varying between 0.5 and 3.0 m are the main failure mode in colluvial soil deposits during rainstorms. The corresponding confining stresses are in a low range between 5 and 25 kPa. It is pertinent to study the behavior of loose, coarse, widely-graded colluvial soils under very low confining pressures to provide better understanding of shallow-seated failures in coarse-grained soils.
Shearing Behavior of Widely-Graded Soils Under Low Confining Pressures
Colluvial soils are widely distributed on natural terrains. Shallow-seated failures with sliding depths varying between 0.5 and 3.0 m are the main failure mode in colluvial soil deposits during rainstorms. The corresponding confining stresses are in a low range between 5 and 25 kPa. It is pertinent to study the behavior of loose, coarse, widely-graded colluvial soils under very low confining pressures to provide better understanding of shallow-seated failures in coarse-grained soils.
Shearing Behavior of Widely-Graded Soils Under Low Confining Pressures
Li, Xu (author) / Zhao, Hongfen (author) / Zhang, Limin (author)
Fundamental Behavior of Unsaturated Widely-Graded Soil ; Chapter: 7 ; 193-238
2022-08-19
46 pages
Article/Chapter (Book)
Electronic Resource
English
Behavior of Coarse Widely Graded Soils under Low Confining Pressures
| Online Contents | 2013
Behavior of Coarse Widely Graded Soils under Low Confining Pressures
| British Library Online Contents | 2013