The use of foundation systems on clayey soils poses serious challenges due to their low shear strength and high compressibility, making the need for appropriate sustainable foundation systems necessary. This study analyzed the structural capacity and the material effectiveness of reinforced concrete piled raft and pile...
A. L. Hayal, A'Amal A. H. Al-Saidi· Journal of Building Material...· 0 citations
The soft soil condition beneath the At-Ta'awun Tower building of Universitas Muhammadiyah Surabaya requires a careful foundation evaluation that guarantees safety against axial and lateral loads as well as seismic-induced deformation. This study analyzes the axial capacity, lateral capacity, and deformation of bored pi...
Habib Verdian Prambono Abdi Abdi, M. F. Sofianto, Nur Andajani et al.· Borneo Engineering : Jurnal...· 0 citations
The hybrid caisson–steel tubular pile group anchorage (CSTPGA) provides an optimized anchorage foundation solution for long-span suspension bridges. In this study, three-dimensional finite element analyses were carried out to investigate the performance of the CSTPGA under the main cable tension. The numerical modeling...
Piles are one-dimensional (1D) beam–column elements designed to support axial loads from superstructures. However, in tall buildings, ports, bridges, and both onshore and offshore structures, they are subjected to combined loads that include axial forces, lateral loads, and bending moments. The study of pile behavior u...
Alejandro Nasner Caipe, C. A. Vega Posada, Edwin García Aristizábal· TecnoLógicas· 0 citations
To address the difficulty in accurately evaluating the vertical bearing behavior of prestressed high-strength concrete (PHC) pipe pile-group foundations, this study investigated three single piles and an eight-pile group with a Wang-shaped irregular pile cap through field static loading tests and theoretical analysis....
Yi Sun, Yun-Fei Xia, Wei-Chao He et al.· Buildings· 0 citations
Abstract Helical piles are increasingly used in offshore and nearshore foundations, where installation effects play a critical role in their performance. This study employed Coupled Eulerian-Lagrangian (CEL) numerical simulations to model helical pile installation in marine soft soil sites under varying advancement rat...
Jun-Nan Zhao, Meng-Meng Lu, Zhong-Ling Zong et al.· Marine Georesources & Ge...· 0 citations
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