Research on the plastic radius of pile penetration in CPT clayey seabed-Reference-Cited by-同舟云学术

Research on the plastic radius of pile penetration in CPT clayey seabed

Published:2024-08-26 Issue: Volume: Page:1-10
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Wu Qingdong¹²,Qin Xipeng³,Zhang Yingying¹,Jia Xiaoliang²,Miao Jijun¹,Liu Caiwei¹,Liu Yanchun¹,Yang Zhongnian¹

Affiliation:

1. School of Civil Engineering, Qingdao University of Technology, Qingdao, China

2. Shandong Luqiao Group Co., Ltd., Jinan, China

3. School of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang, China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2024.2389453

Reference42 articles.

1. Reliability of CPT measurements in sand – influence of spacing

2. Aoki N. and D. A. Velloso. 1975. “An Approximate Method to Estimate the Bearing Capacity of Piles.” Proceedings of 5th Pan-American Conference of Soil Mechanics and Foundation Engineering International Society of Soil Mechanics and Geotechnical Engineering Buenos 1: 367-376. Buenos Aires República Argentina.

3. Evaluating Liquefaction and Lateral Spreading in Interbedded Sand, Silt, and Clay Deposits Using the Cone Penetrometer;Boulanger R. W.;Australian Geomechanics,2016

4. Bustamante M. and Gianeselli L. 1982. “Pile Bearing Capacity Predictions by Means of Static Penetrometer CPT.” Proceedings of the Second European Symposium on Penetration Testing ESOPT-II May 24–27 Amsterdam The Netherlands.

5. Butt, G. S. 1967. Soil Bearing Tests Using a Spherical Penetration Device. Chicago: Iowa State University of Science and Technology.