Experimental and Numerical Investigation of Load Sharing Ratio for Piled Raft Foundation in Granular Soils-Reference-Cited by-同舟云学术

Experimental and Numerical Investigation of Load Sharing Ratio for Piled Raft Foundation in Granular Soils

Published:2022-02-04 Issue:4 Volume:26 Page:1662-1673
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Ateş Bayram^ORCID,Şadoğlu Erol^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s12205-022-1022-4.pdf

Reference45 articles.

1. ASTM D854 (2006) Standard test methods for specific gravity of soil solids by water pycnometer. ASTM D854, ASTM International, West Conshohocken, PA, USA

2. ASTM D3080M-11 (2011) Standard test method for direct shear test of soils under consolidated drained conditions. ASTM D3080M-11, ASTM International, West Conshohocken, PA, USA

3. ASTM D4253-16 (2016) Standard test methods for maximum index density and unit weight of soils using a vibratory table. ASTM D4253-16, ASTM International, West Conshohocken, PA, USA

4. ASTM D4254-16 (2016) Standard test methods for minimum index density and unit weight of soils using a vibratory table. ASTM D4254-16, ASTM International, West Conshohocken, PA, USA

5. ASTM D6913 (2017) Standard test methods for particle-size distribution (gradation) of soils using sieve analysis. ASTM D6913, ASTM International, West Conshohocken, PA, USA

Cited by 10 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental and numerical analysis of single piled raft unit in unconventional soil;Geomechanics and Geoengineering;2024-09-11

2. A COMPUTER-BASED PROGRAM FOR PILE DESIGN WITH CONSIDERATION OF RESISTANCE, SETTLEMENT, AND NEGATIVE FRICTION SIMULTANEOUSLY;International Journal of GEOMATE;2024-06-30

3. Effect of pile arrangement on long-term settlement and load distribution in piled raft foundation models supported by jacked-in piles in saturated clay;Soils and Foundations;2024-04

4. Deformation Characteristics of Soft Soil Induced by Deep Excavation and Its Impact on Adjacent Tunnels: A Case Study in Shanghai;KSCE Journal of Civil Engineering;2024-02-15

5. Multi-objective design and optimization of squeezed branch pile based on orthogonal test;Scientific Reports;2023-12-15