Susila Endra Primary Author mixed material bibliography Bandung ITB Journal Publisher 2019 e English

Artikel Jurnal

hlm : 662-682 Abstract This paper presents the results of a numerical study of soil-structure interaction in a piled-raft foundation system in clay soil by reviewing the deformation and load transfer mechanism of the piled-raft foundation system. ABAQUS was used to evaluate the interaction in the system, while a Mohr-Coulomb constitutive model was chosen to model the clay soil. Verification of the model was conducted by comparing the simulation result to an experimental laboratory result. The verification result showed that the model used in this research agreed well with the experimental laboratory research. Subsequently, a parametric study was performed by varying the pile spacing, raft size, pile length, and raft thickness. A parametric study was conducted on very stiff and hard clays. This study concludes that the load transfer mechanism in a piled-raft foundation system between the pile and raft foundation occurs after the pile reaches its ultimate capacity and is in the plastic zone. Ilmu Teknik JETS 23375779 Perpustakaan Teknik UPI YAI JETS V51N5 Oktober 2019 JETS6-005 Perpustakaan FT UPI YAI JETS V51N5 Oktober 2019 JETS_ITB.png.png 58784 2023-01-24 14:29:08 2023-01-24 14:29:08 machine generated