Becker, Patrick and Kempfert, Hans-Georg (2010) Baugrubenverformungen in weichen Böden bei spannungspfadabhängigem Materialverhalten. Bautechnik, 87 (10). pp. 593-603. ISSN 0932-8351Full text not available in this repository. (Request a copy from the Strathclyde author)
The substantial results of a research work on deformations of excavations in soft grounds with stress path dependent material behavior on the basis of 1g-model tests, element tests, numerical analysis as well as validations of three practical case studies are presented. The investigations revealed a pronounced dependency of the stiffness on the stress paths. Therefore, a new approach for numerical analyses is introduced which allows a consideration of the stress path dependent stiffness according to the characteristic stress path zones. Taking into account both temporal and spatial effects in the construction of the three case studies, a good agreement is reached further between the measurements and numeriod results. Thus, the new approach contributes to the optimization of the analysis of excavations in soft soils.
|Keywords:||stress paths, soft clay, excavation, retaining structure, soil-structure-interaction, finite element analysis, anisotropy, Engineering (General). Civil engineering (General), Building and Construction, Civil and Structural Engineering|
|Subjects:||Technology > Engineering (General). Civil engineering (General)|
|Department:||Faculty of Engineering > Civil and Environmental Engineering|
|Depositing user:||Pure Administrator|
|Date Deposited:||17 Nov 2011 11:06|
|Last modified:||06 Jan 2017 09:58|