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contributor authorMin-Woo Seo
contributor authorScott M. Olson
contributor authorKu Seung Yang
contributor authorMyoung-Mo Kim
date accessioned2017-05-08T21:46:43Z
date available2017-05-08T21:46:43Z
date copyrightMay 2010
date issued2010
identifier other%28asce%29gt%2E1943-5606%2E0000273.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62029
description abstractField measurements of settlement and lateral deformation obtained from three deep excavation sites constructed in mixed ground profiles are presented and analyzed. Settlement measurements were obtained throughout the construction process, categorized in three stages as: (1) preexcavation (i.e., preliminary site work and support wall installation); (2) main excavation and bracing/anchor installation; and (3) postexcavation (i.e., removal of bracing as basement construction proceeds). Maximum preexcavation stage settlements of
publisherAmerican Society of Civil Engineers
titleSequential Analysis of Ground Movements at Three Deep Excavation Sites with Mixed Ground Profiles
typeJournal Paper
journal volume136
journal issue5
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000257
treeJournal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 005
contenttypeFulltext


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