Experimental Study on Uplift Behavior of Two-Plate Horizontal Anchors in Sand-Reference-Cited by-同舟云学术

Experimental Study on Uplift Behavior of Two-Plate Horizontal Anchors in Sand

Published:2023-05-05 Issue:4 Volume:46 Page:20220218
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Zhang Xin¹,Liu Mingliang²,Jiang Tong³

Affiliation:

1. College of Geosciences and Engineering, North China University of Water Resources and Electric Power, No. 136, Jinshuidong Rd., Zhengzhou, Henan 450046, China (Corresponding author), e-mail: zhangxin@ncwu.edu.cn, https://orcid.org/0000-0002-3340-1244

2. Henan Electric Power Survey and Design Institute, No. 212, Zhongyuanxi Rd., Zhengzhou, Henan 450007, China

3. College of Geosciences and Engineering, North China University of Water Resources and Electric Power, No. 136, Jinshuidong Rd., Zhengzhou, Henan 450046, China

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference23 articles.

1. ASTM International. 2007. Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3 (600 kN-m/m3)) (Superseded). ASTM D698-07. West Conshohocken, PA: ASTM International, approved April 15, 2007. https://doi.org/10.1520/D0698

2. ASTM International. 2007. Standard Test Method for Particle-Size Analysis of Soils (Superseded). ASTM D422-63(2007). West Conshohocken, PA: ASTM International, approved October 15, 2007. https://doi.org/10.1520/D0422-63R07

3. ASTM International. 2017. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) (Superseded). ASTM D2487-17e1. West Conshohocken, PA: ASTM International, approved December 15, 2017. https://doi.org/10.1520/D2487-17

4. Uplift Mechanisms of Pipes Buried in Sand;Cheuk;Journal of Geotechnical and Geoenvironmental Engineering,2008

5. Das, B. M. and S. K. Shukla. 2013. Earth Anchors, 2nd ed. Plantation, FL: J. Ross Publishing, Inc.

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