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contributor authorC. Hsein Juang
contributor authorMatt Schuster
contributor authorChang-Yu Ou
contributor authorKok Kwang Phoon
date accessioned2017-05-08T21:47:01Z
date available2017-05-08T21:47:01Z
date copyrightFebruary 2011
date issued2011
identifier other%28asce%29gt%2E1943-5606%2E0000430.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62194
description abstractThis paper presents a framework for a fully probabilistic analysis of the potential for damage to buildings adjacent to an excavation. Herein, the damage potential index (DPI), which is a function of angular distortion and lateral strain, is used to assess building damage potential. A serviceability limit state is established in which the
publisherAmerican Society of Civil Engineers
titleFully Probabilistic Framework for Evaluating Excavation-Induced Damage Potential of Adjacent Buildings
typeJournal Paper
journal volume137
journal issue2
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000413
treeJournal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 002
contenttypeFulltext


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