Settlement Based Load-Bearing in a Combined Pile–Raft Foundation

A Kumar, S Kumar - Geotechnical and Geological Engineering, 2024 - Springer
The understanding of the complex soil–pile–raft interaction and their mobilization with the
level of settlement is an important aspect for the performance-based design of the combined …

Predicting the Maximum Axial Capacity of Secant Pile Walls Embedded in Sandy Soil

AM Basha, MH Zakaria, MT El-Nimr… - Geotechnical and …, 2024 - Springer
Secant pile walls (SPWs) are frequently employed as temporary excavation support systems
in urban areas; thus, they are useless once permanent foundations and basements have …

Large-Scale 1-g Model Tests on the Interaction Between Excavation Support Structure and Nearby Multi-Type Cushioned Piled Rafts: A Comparative Study

BU Uge, Y Guo, J Zhao, Y Liu - Iranian Journal of Science and Technology …, 2024 - Springer
Undertaking new foundation pit excavation in a congested urban dwelling is characterized
by the associated unfavourable outcomes in the surrounding area and hence continues to …