TY - GEN A1 - Sivapriya, Vijayasimhan A1 - Ganesh, Kumar Shanmugam A2 - Kuczyński, Tadeusz - red. PB - Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego N2 - 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 to the large vertical and oblique load. The parameters involved in determining the lateral capacity of the foundation are its structural geometry, soil properties and ground condition. The behaviour is different for horizontal ground compared to the sloping ground; it is even different under loading and unloading conditions. In this study, the modulus of single pile is studied under various lengths, diameters, slope angles and loading directions. An equation is generated is developed to obtain the modulus with varying length and diameter. L1 - http://zbc.uz.zgora.pl/repozytorium/Content/72877/ceer2022_3_sivapriya_modulus_of_laterally.pdf L2 - http://zbc.uz.zgora.pl/repozytorium/Content/72877 KW - pile foundation KW - soil-structure interaction KW - lateral load KW - vertical load KW - fundament palowy KW - interakcja gleba-struktura KW - obciążenie boczne KW - obciążenie pionowe T1 - Modulus of Laterally Loaded Pile in Cohesionless Slope Crest with Varying Condition UR - http://zbc.uz.zgora.pl/repozytorium/dlibra/docmetadata?id=72877 ER -