Wet and dry installation effects on the capacity of helical piles in loess deposits
Author:
Affiliation:
1. Dept. Of Civil and Environmental Engineering, Amirkabir University of Technology (Tehran Polytechnic), Tehran, Iran
Publisher
Informa UK Limited
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19386362.2021.1981650
Reference45 articles.
1. Load transfer of pile foundations in frozen and unfrozen soft clay
2. Load-Transfer Mechanism of Helical Piles Under Compressive and Impact Loading
3. Microstructure and Strength Effect on Bearing Capacity of Helical Piles Installed in Golestan Loess
4. ASTM D1143/D1143M-20 (2020), “Standard Test Methods for Deep Foundation Elements under Static Axial Compressive Load”, ASTM International, West Conshohocken, PA. doi: 10.1520/D1143_D1143M-20.
5. ASTM D1586/D1586M-18 (2018), “Standard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils”, ASTM International, West Conshohocken, PA, doi: 10.1520/D1586_D1586M-18.
Cited by 2 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. Estimation of Uplift Capacity of Helical Pile Resting in Cohesionless Soil;Transportation Infrastructure Geotechnology;2023-05-11
2. Experimental Investigation of Helical Pile Performance for Loess Deposits Improvement;DFI Journal The Journal of the Deep Foundations Institute;2023-01-01
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