TY  - JOUR
N2  - Soil-structure interaction is the key to study the behavior of the structure under static or dynamic loading. The pile foundation is adopted to transfer the load from the structure to the soil when the structure is embedded in a weak soil stratum. Soil-pile system has a nonlinear behavior, thus, it is more complicated to understand. This study focuses on the numerical investigations of interaction soilâ??pileâ??structure system (ISPS) and interaction soilâ??pile system (ISP) under lateral loads. The nonlinear static analysis is carried out considering the lateral capacity of ISPS and ISP system under lateral loading using the pushover analysis, with a parametric study. The results show that in most cases, the lateral capacity of the fixed system is low compared to lateral capacity in ISPS system when increasing the axial load, pile diameter and length of the pile in all types of sand. © The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd. 2021.
KW  - Dynamic loads; Loading; Offshore oil well production; Soil structure interactions; Soils
KW  -  Inelastic response; Non-linear static analysis; Nonlinear behavior; Numerical investigations; Push-over analysis; Sensitivity parameters; Soil-pile structure systems; Structure systems
KW  -  Piles
ID  - scholars15894
UR  - https://www.scopus.com/inward/record.uri?eid=2-s2.0-85100760855&doi=10.1007%2f978-981-33-6311-3_115&partnerID=40&md5=9125f675910f38758ac2964591cd92b0
JF  - Lecture Notes in Civil Engineering
A1  - Sekhri, K.
A1  - Yahiaoui, D.
A1  - Harahap, I.S.H.
VL  - 132
Y1  - 2021///
N1  - cited By 0; Conference of 6th International Conference on Civil, Offshore and Environmental Engineering, ICCOEE 2020 ; Conference Date: 13 July 2021 Through 15 July 2021; Conference Code:253689
SP  - 1020
TI  - A sensitivity parameters on inelastic response of interaction soil-pile-structure system under lateral loading
AV  - none
EP  - 1026
SN  - 23662557
PB  - Springer Science and Business Media Deutschland GmbH
ER  -