Response of tapered piles in cohesionless soil based on model tests
نویسندگان
چکیده
منابع مشابه
Laterally loaded rigid piles in cohesionless soil
In this paper, limiting force profile for laterally loaded rigid piles in sand and is differentiated from the on-pile force profile, from which elastic-plastic solutions are established and presented in explicity expressioins. Nonlinear responses of the piles are characterized by slip depths mobilized from mudline and the pile-tip. At the states of tip-yield and rotation point yield, expression...
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ژورنال
عنوان ژورنال: Journal of Nepal Geological Society
سال: 2010
ISSN: 0259-1316
DOI: 10.3126/jngs.v40i0.23613