Evaluating screw-shaft pile composite foundations in round Gravelly soil: A study using model tests and numerical simulations

Author:

Yang Tingting,Zheng Weicheng,Xie Yongli,Zhang Hongguang,Yue Xiabing

Funder

Shaanxi Province Natural Science Foundation

Publisher

Elsevier BV

Subject

Multidisciplinary

Reference59 articles.

1. Consolidation analysis of composite ground improved by granular piles with a high replacement ratio considering overlapping smear zones;Yang;Comput. Geotech.,2023

2. Analysis and application of ultimate bearing capacity of squeezed branch pile;Ma;Geotech. Geol. Eng.,2023

3. Experimental and analytical investigation of the bearing capacity of bulbs for squeezed branch piles;Xiong;Int. J. GeoMech.,2023

4. Uplift capacity of belled and multi-belled piles in dense sand, soils;Honda;Found,2011

5. Influence of geocell reinforcement on uplift response of belled piles;Moghaddas Tafreshi;Acta Geotechnica: An International journal for Geoengineering.,2014

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