Full-scale trial embankment and numerical analysis of mortar column inclusion and high-strength geotextile-reinforced load transfer platform on peat

• المؤلفون الرئيسيون: Himawan, Agus, Sahadewa, Andhika, Irsyam, Masyhur, Mikhail, Reguel, Suhendra, Idwan, Rifai, Muchamad, Beckhaus, Karsten, Widodo, Yasin, Moormann, Christian, Schweiger, Helmut F., Hakim, Abi Maulana, Nawir, Hasbullah, Aldiamar, Fahmi
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2024
• الموضوعات: Engineering; Embankment; Mortar column inclusion
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/181778
• المؤسسة: Nanyang Technological University

Pile-supported embankments have been recognized as long-standing solutions for construction in compressible soft soils. Instead of improving the physical and mechanical properties of the soft soil, this method emphasizes efforts to transfer the embankment load to a competent layer below the compress...