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contributor authorShmulik Pinkert
contributor authorAssaf Klar
date accessioned2017-05-08T22:29:08Z
date available2017-05-08T22:29:08Z
date copyrightMarch 2016
date issued2016
identifier other46484893.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81381
description abstractThis paper presents a systematic approach for relating fundamental (soil element) strength-degradation models with cyclic full-flow penetration tests. The approach is then employed to enhance the commonly-used exponential strain-softening model by adding a parameter that regulates the slope of degradation. Using the developed methodology, a new relationship between
publisherAmerican Society of Civil Engineers
titleEnhanced Strain-Softening Model from Cyclic Full-Flow Penetration Tests
typeJournal Paper
journal volume142
journal issue3
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0001419
treeJournal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 003
contenttypeFulltext


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