Evaluation of Pile Lateral Capacity in Clay Applying Evolutionary Approach
نویسندگان
چکیده
منابع مشابه
Predicting ε50 for Lateral Behavior of Piles in Marine Clay Using an Evolutionary Based Approach
Analyzing piles subjected to lateral loads significantly depends on soil resistance at any point along the pile as a function of pile deflection, known as p-y curve. On the other hand, the deformation characteristics of soil defined as “the soil strain at 50% of maximum deviatoric stress (ε50)” has considerable effect on the generated p-y curve. In this research, several models are proposed to ...
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ژورنال
عنوان ژورنال: International Journal of Geomate
سال: 2013
ISSN: 2186-2990
DOI: 10.21660/2013.7.290