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contributor authorJingbin Zheng
contributor authorMuhammad Shazzad Hossain
contributor authorDong Wang
date accessioned2017-05-08T22:11:22Z
date available2017-05-08T22:11:22Z
date copyrightApril 2015
date issued2015
identifier other38103682.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/73115
description abstractThe paper describes a mechanism-based design approach for assessing spudcan penetration in soft nonuniform clay with an interbedded stiff layer. The proposed approach is developed on the basis of the results from a parametric study through large deformation finite-element analyses and validated against centrifuge test data. This can be taken as a “top-down” approach. Design formulas are proposed for assessing the limiting cavity depth and soil plug height. A direct comparison between the predicted profiles using the proposed design approach and the “bottom-up” approach recommended in an ISO standard confirms the benefit of using the former.
publisherAmerican Society of Civil Engineers
titleNew Design Approach for Spudcan Penetration in Nonuniform Clay with an Interbedded Stiff Layer
typeJournal Paper
journal volume141
journal issue4
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0001282
treeJournal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 004
contenttypeFulltext


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