Laboratory Model Test of Fully Buried Portal Frame-Shaped Slope-Stabilizing Piles-Reference-Cited by-同舟云学术

Laboratory Model Test of Fully Buried Portal Frame-Shaped Slope-Stabilizing Piles

Published:2022-01-07 Issue:2 Volume:45 Page:20210031
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Dai Zihang¹,Qiu Zhihua²,Li Hengyang³,Lu Caijin⁴,Yang Jianhui⁵

Affiliation:

1. College of Civil Engineering, Fuzhou University, 2 Xueyuan Rd., Fuzhou, Fujian 350108, China (Corresponding author), e-mail: dzhang@fzu.edu.cn, http://orcid.org/0000-0002-6509-5640

2. Institute of Foundation Research, Fujian Building Institute Co. Ltd, 52 Jintang Rd., Fuzhou, Fujian 350108, China

3. Department of Transportation, Fujian University of Technology, 33 Xuefunan Rd., Fuzhou, Fujian 350118, China

4. Fujian Communications Planning and Design Institute Co. Ltd, 43 Jiaotong Rd., Fuzhou, Fujian 350004, China

5. College of Civil Engineering, Fuzhou University, 2 Xueyuan Rd., Fuzhou, Fujian 350108, China

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference33 articles.

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2. Study on Distribution Laws of Landslide-Thrust and Resistance of Sliding Mass Acting on Antislide Piles;Dai;Chinese Journal of Rock Mechanics and Engineering,2002

3. Field Modeling of Laterally Distributed Landslide Thrusts over Anti-slide Piles.;Dai;Chinese Journal of Geotechnical Engineering,2010

4. Displacement-Based Design Procedure for Slope-Stabilizing Piles.;Galli;Canadian Geotechnical Journal,2013

5. Force Distribution among Slope-Protection Structure Pile Rows.;Ginzburg;Soil Mechanics and Foundation Engineering,1990

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