Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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 (Autor:in) / Zhao, Hongfen (Autor:in) / Zhang, Limin (Autor:in)
Fundamental Behavior of Unsaturated Widely-Graded Soil ; Kapitel: 7 ; 193-238
19.08.2022
46 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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