Negative Skin Friction Development on Single Pile and Pile Group Embedded in Soft Clay
نویسندگان
چکیده
Determination of negative skin friction force and The neutral plan is one the challenges which face geotechnical engineers. Unfortunately, decreases bearing capacity pile because extra compressive on pile. In this research, a 3D FE models were used to investigate behavior single group in soft soil for surcharge load as embankment fill. And what are differences that will happen group. For fill load, maximum effect center corner observed minimum effect. depth less than A simple parametric study has been done Spacing diameter ratio (S/D) had changed view solution develop Increasing spacing keep behaves large S/D. Besides, there effective taken into consideration, its
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ژورنال
عنوان ژورنال: Ma?allat? Kulliyyat? D?r Al-?ul?m
سال: 2022
ISSN: ['1110-0923', '2735-4202', '2735-4113', '1110-581X']
DOI: https://doi.org/10.21608/bfemu.2022.254981