Springer Netherlands;Cham: Springer International Publishing
摘要:
摘要： This paper presents an approach for the probabilistic inverse analysis of braced excavations based on the maximum likelihood formulation. Here, the soil parameters are updated using the observations of the maximum ground settlement and/or the maximum wall deflection measured in a staged excavation. The updated soil parameters are then used to refine the predicted wall and ground responses in the subsequent excavation stages, as well as to assess the building damage potential at the final excavation stage. Case study shows that the proposed approach is effective in improving the predictions of the excavation-induced wall and ground responses. More-accurate predictions of the wall and ground responses, in turn, lead to a more accurate assessment of the damage potential of buildings adjacent to the excavation. The proposed approach offers an effective means for a probabilistic inverse analysis of braced excavations. 其他題名： Geotech Geol Eng 出版者： Cham: Springer International Publishing 出版日期： 2014-04 出處： Geotechnical and geological engineering, 2014-04, Vol.32 (2), p.273-285 資源來源： Springer Nature Link Journals 版權： Springer Science+Business Media Dordrecht 2013 版權： Geotechnical and Geological Engineering is a copyright of Springer, (2013). All Rights Reserved. 識別號： ISSN: 0960-3182 識別號： EISSN: 1573-1529 識別號： DOI: 10.1007/s10706-013-9709-4
