Field experimental study on cyclic uplift behavior of anchored pier foundations-Reference-Cited by-同舟云学术

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Field experimental study on cyclic uplift behavior of anchored pier foundations

Published:2022-03-17 Issue:10 Volume:17 Page:4419-4434
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Sun Yi-zhou,Pan Kun,Tang Chong,Sun Hong-lei,Cai Yuan-qiang,Pan Feng

Funder

European Union's Horizon 2020 MARIE SKŁODOWSKA-CURIE RESEARCH AND INNOVATION STAFF EXCHANGE Programme

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s11440-022-01503-x.pdf

Reference54 articles.

1. Achmus M, Kuo YS, Abdel-Rahman K, Tseng YH, Pang I (2000) Capacity degradation method for piles under cyclic axial loads. Comput Geotech 128:103838. https://doi.org/10.1016/j.compgeo.2020.103838

2. ACI (1999) An abstract: state-of-the-art report: bond under cyclic loads. Reapproved edition. ACI Committee 1999;408

3. ASTM D2487-17e1 (2017) Standard practice for classification of soils for engineering purposes (Unified Soil Classification System), ASTM International, West Conshohocken. https://doi.org/10.1520/D2487-17E01

4. ASTM D3689 / D3689M-07(2013)e1 (2013) Standard test methods for deep foundations under static axial tensile load, ASTM International, West Conshohocken. https://doi.org/10.1520/D3689_D3689M-07R13E01

5. ASTM D5878-19 (2019) Standard guides for using rock-mass classification systems for engineering purposes, ASTM International, West Conshohocken. https://doi.org/10.1520/D5878-19

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1. A Study on the Influence of Anchor Rods’ Layout on the Uplift Resistance Characteristics of Inclined Anchor Short-Pile Foundations Based on FEA;Buildings;2024-08-22

2. 上覆土层岩石锚墩基础单调上拔承载特性研究;Journal of Zhejiang University-SCIENCE A;2023-07

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