TY - GEN N2 - And Conclusions -- References -- 5 Parametric Study of the Behavior of Large Piled Raft Foundation on Stiff Clay -- Introduction -- Numerical Modeling -- Meshing and Boundary Conditions -- Constitutive Modeling -- Model Validation -- Parametric Study -- Results and Discussion -- Effect of Pile Number -- Effect of Pile Spacing -- Effect of Pile Length -- Effect of Raft Thickness -- Conclusions -- References -- 6 Estimation of Shaft-Base Initial Stiffness and Ultimate Resistance of O-Cell Piles -- Introduction -- Statement of Problem -- Methodology -- Results -- Conclusion -- References DO - 10.1007/978-981-19-6359-9 DO - doi AB - And Conclusions -- References -- 5 Parametric Study of the Behavior of Large Piled Raft Foundation on Stiff Clay -- Introduction -- Numerical Modeling -- Meshing and Boundary Conditions -- Constitutive Modeling -- Model Validation -- Parametric Study -- Results and Discussion -- Effect of Pile Number -- Effect of Pile Spacing -- Effect of Pile Length -- Effect of Raft Thickness -- Conclusions -- References -- 6 Estimation of Shaft-Base Initial Stiffness and Ultimate Resistance of O-Cell Piles -- Introduction -- Statement of Problem -- Methodology -- Results -- Conclusion -- References T1 - Foundation and forensic geotechnical engineering :proceedings of the Indian Geotechnical Conference 2021. DA - 2023. CY - Singapore : AU - Muthukkumaran, Kasinathan. AU - Reddy, C. N. V. Satyanarayana. AU - Joseph, Anil. AU - Senthamilkumar, S. VL - v. 295 CN - TA775 PB - Springer, PP - Singapore : PY - 2023. N1 - Description based upon print version of record. N1 - Tests on Contaminated Soil ID - 1453442 KW - Foundations KW - Earthwork KW - Geotechnical engineering SN - 9789811963599 SN - 9811963592 TI - Foundation and forensic geotechnical engineering :proceedings of the Indian Geotechnical Conference 2021. LK - https://univsouthin.idm.oclc.org/login?url=https://link.springer.com/10.1007/978-981-19-6359-9 UR - https://univsouthin.idm.oclc.org/login?url=https://link.springer.com/10.1007/978-981-19-6359-9 ER -