Experimental and Numerical Investigation for Vertical Stress Increments of Model Piled Raft Foundation in Sandy Soil-Reference-Cited by-同舟云学术

Experimental and Numerical Investigation for Vertical Stress Increments of Model Piled Raft Foundation in Sandy Soil

Published:2021-03-25 Issue:1 Volume:46 Page:309-326
ISSN:2228-6160
Container-title:Iranian Journal of Science and Technology, Transactions of Civil Engineering
language:en
Short-container-title:Iran J Sci Technol Trans Civ Eng

Author:

Ateş Bayram^ORCID,Şadoglu Erol

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s40996-021-00618-7.pdf

Reference48 articles.

1. ASTM (2006) Standard test methods for specific gravity of soil solids by water pycnometer. ASTM D854-14. ASTM International, West Conshohocken

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

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

4. ASTM (2016b) Standard test methods for minimum index density and unit weight of soils and calculation of relative density. ASTM D4254-16. ASTM International, West Conshohocken

5. ASTM (2017) Standard test methods for particle-size distribution (gradation) of soils using sieve analysis. ASTM D-6913. ASTM International, West Conshohocken

Cited by 7 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. Elasto-Plastic Analysis for Load-Settlement Prediction of Vertically Loaded Cushioned Piled-Rafts with Unequal Pile Lengths;Soil Mechanics and Foundation Engineering;2024-05

2. DOUBLE-ROW PILE REINFORCING ON A CRITICAL SLOPE AT NATIONAL ROAD IN TABANAN, BALI;International Journal of GEOMATE;2024-03-30

3. 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

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

5. Numerical analysis of pile group, piled raft, and footing using finite element software PLAXIS 2D and GEO5;Scientific Reports;2023-09-23