Modulus of Laterally Loaded Pile in Cohesionless Slope Crest with Varying Condition
نویسندگان
چکیده
Soil - structure interaction behaviour of pile foundation is complex for heavier structures which suffer large lateral load due to wind, wave action etc., in addition the vertical and oblique load. The parameters involved determining capacity are its structural geometry, soil properties ground condition. different horizontal compared sloping ground; it even under loading unloading conditions. In this study, modulus single studied various lengths, diameters, slope angles directions. An equation generated developed obtain with varying length diameter.
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ژورنال
عنوان ژورنال: Civil and Environmental Engineering Reports
سال: 2022
ISSN: ['2450-8594', '2080-5187']
DOI: https://doi.org/10.2478/ceer-2022-0032