Comprehensive Experimental Investigation of Improved Clay Ground by Sand Compaction Pile Varying from Low to High Area Replacement Ratios-Reference-Cited by-同舟云学术

Comprehensive Experimental Investigation of Improved Clay Ground by Sand Compaction Pile Varying from Low to High Area Replacement Ratios

Published:2023-09 Issue:9 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yang Qingjie¹,Li Zhaofeng²,Li Lisa Jinhui³,Song Lei⁴

Affiliation:

1. Research Assistant, Dept. of Civil and Environmental Engineering, Harbin Institute of Technology (Shenzhen), Shenzhen Univ. Town, Xili 518055, Shenzhen, China.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Harbin Institute of Technology (Shenzhen), Shenzhen Univ. Town, Xili 518055, Shenzhen, China.

3. Professor, Guangdong Provincial Key Laboratory of Intelligent and Resilient Structures for Civil Engineering, Harbin Institute of Technology (Shenzhen), Shenzhen Univ. Town, Xili 518055, Shenzhen, China (corresponding author).

4. Dept. of Civil and Environmental Engineering, Harbin Institute of Technology (Shenzhen), Shenzhen Univ. Town, Xili 518055, Shenzhen, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8602

Reference36 articles.

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3. Brauns, J. 1978. “Initial bearing capacity of stone columns and sand piles.” In Vol. 1 of Proc., Int. Symp. on Soil Reinforcing and Stabilizing Techniques in Engineering Practice, 497–512. Sydney, Australia: New South Wales Institute of Technology.

4. Butler, H. D., and H. E. Hoy. 1976. Users manual for the Texas quick-load method for foundation load testing. FHWA-IP-77-8. Washington, DC: Federal Highway Administration, Office of Research and Development.

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