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contributor authorA. G. van Os
contributor authorW. van Leussen
date accessioned2017-05-08T20:34:30Z
date available2017-05-08T20:34:30Z
date copyrightDecember 1987
date issued1987
identifier other%28asce%290733-9410%281987%29113%3A12%281501%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20026
description abstractA theory for the cutting of sand under water has been developed. During the process of cutting saturated sand, the deformation rate is very important because of the effect of dilatancy. Decreasing pore‐water pressure due to dilatancy increases the effective stress. These higher effective stresses result in large cutting forces at high deformation rates. The pore‐water pressure changes during the cutting process are calculated, and, subsequently, a prediction is given of the cutting forces. Calculated pore‐water pressures and cutting forces are compared with the results of full‐scale tests.
publisherAmerican Society of Civil Engineers
titleBasic Research on Cutting Forces in Saturated Sand
typeJournal Paper
journal volume113
journal issue12
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1987)113:12(1501)
treeJournal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 012
contenttypeFulltext


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