Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Unsaturated creep behaviors and creep model of slip-surface soil of a landslide in Three Gorges Reservoir area, China
https://orcid.org/0000-0003-1943-0492
Abstract During rainfall infiltration and fluctuations in the water level, the seepage process of a landslide changes between a saturated and unsaturated state. The resulting landslide deformations do not occur immediately, but experience a time development with typical rheological properties. Slip-surface soil is a special kind of soil formed during the sliding process of a landslide, and its creep properties reflect the landslide dynamics process. The author conducted an unsaturated creep test on the slip-surface soil of a large landslide to study the unsaturated creep properties of slip-surface soil under different stress levels and matric suction conditions. The results showed that the unsaturated creep process of slip-surface soil includes an instantaneous deformation and attenuation deformation stage, which are mainly affected by the matric suction and net confining pressure. The extended Burgers creep equation (M-2 K) for the triaxial test of unsaturated soil was derived based on the test results, and the rationality of the model was verified by comparing its predicted values with experimental data.
Unsaturated creep behaviors and creep model of slip-surface soil of a landslide in Three Gorges Reservoir area, China
https://orcid.org/0000-0003-1943-0492
Abstract During rainfall infiltration and fluctuations in the water level, the seepage process of a landslide changes between a saturated and unsaturated state. The resulting landslide deformations do not occur immediately, but experience a time development with typical rheological properties. Slip-surface soil is a special kind of soil formed during the sliding process of a landslide, and its creep properties reflect the landslide dynamics process. The author conducted an unsaturated creep test on the slip-surface soil of a large landslide to study the unsaturated creep properties of slip-surface soil under different stress levels and matric suction conditions. The results showed that the unsaturated creep process of slip-surface soil includes an instantaneous deformation and attenuation deformation stage, which are mainly affected by the matric suction and net confining pressure. The extended Burgers creep equation (M-2 K) for the triaxial test of unsaturated soil was derived based on the test results, and the rationality of the model was verified by comparing its predicted values with experimental data.
Unsaturated creep behaviors and creep model of slip-surface soil of a landslide in Three Gorges Reservoir area, China
https://orcid.org/0000-0003-1943-0492
Abstract During rainfall infiltration and fluctuations in the water level, the seepage process of a landslide changes between a saturated and unsaturated state. The resulting landslide deformations do not occur immediately, but experience a time development with typical rheological properties. Slip-surface soil is a special kind of soil formed during the sliding process of a landslide, and its creep properties reflect the landslide dynamics process. The author conducted an unsaturated creep test on the slip-surface soil of a large landslide to study the unsaturated creep properties of slip-surface soil under different stress levels and matric suction conditions. The results showed that the unsaturated creep process of slip-surface soil includes an instantaneous deformation and attenuation deformation stage, which are mainly affected by the matric suction and net confining pressure. The extended Burgers creep equation (M-2 K) for the triaxial test of unsaturated soil was derived based on the test results, and the rationality of the model was verified by comparing its predicted values with experimental data.
Unsaturated creep behaviors and creep model of slip-surface soil of a landslide in Three Gorges Reservoir area, China
Wang, Shimei (Autor:in) / Zhan, Qinghua (Autor:in) / Wang, Li (Autor:in) / Guo, Fei (Autor:in) / Liu, Ting (Autor:in) / Pan, Yuchen (Autor:in)
2021
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
BKL:
56.00$jBauwesen: Allgemeines
/
38.58
Geomechanik
/
38.58$jGeomechanik
/
56.20
Ingenieurgeologie, Bodenmechanik
/
56.00
Bauwesen: Allgemeines
/
56.20$jIngenieurgeologie$jBodenmechanik
RVK:
ELIB18