Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Theoretical Solution for Dynamic Responses of Saturated Soils
Dynamic responses of soil foundation are difficult to analyze, though it is related to kinds of practices. In this paper, dynamic responses of soil foundation under dynamic load were analyzed theoretically. Perturbation method was used to obtain the theoretical solution. Controlling equations were about liquid-solid two-phase media. Flow, function, and potential function were introduced to decouple the controlling equations. Then, perturbation expansion was introduced into the equations of flow, function, and potential function. The responses' characteristics are discussed.
Theoretical Solution for Dynamic Responses of Saturated Soils
Dynamic responses of soil foundation are difficult to analyze, though it is related to kinds of practices. In this paper, dynamic responses of soil foundation under dynamic load were analyzed theoretically. Perturbation method was used to obtain the theoretical solution. Controlling equations were about liquid-solid two-phase media. Flow, function, and potential function were introduced to decouple the controlling equations. Then, perturbation expansion was introduced into the equations of flow, function, and potential function. The responses' characteristics are discussed.
Theoretical Solution for Dynamic Responses of Saturated Soils
Xiong, Chuanxiang (Autor:in) / Lu, Xiaobing (Autor:in) / Zhang, Xuhui (Autor:in)
Second International Conference on Geotechnical and Earthquake Engineering ; 2013 ; Chengdu, China
IACGE 2013 ; 11-18
09.10.2013
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Theoretical Solution for Dynamic Responses of Saturated Soils
British Library Conference Proceedings | 2013
|Dynamic Analyses of Saturated Soils
British Library Conference Proceedings | 1994
|Dynamic Properties of Saturated Compacted Soils
ASCE | 2008
|Dynamic Properties of Saturated Compacted Soils
British Library Conference Proceedings | 2008
|Theoretical study of failure conditions in saturated soils
Engineering Index Backfile | 1962
|