A New Index for Estimating the Improved Depth of Dynamic Compaction-Reference-Cited by-同舟云学术

A New Index for Estimating the Improved Depth of Dynamic Compaction

Published:2024-03 Issue:3 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Xi¹^ORCID,Lu Yunbin²^ORCID,Qian Guoping³^ORCID,Yang Hui⁴,Yu Huanan⁵^ORCID,Wang Hao⁶,Zhu Zhehao⁷

Affiliation:

1. Associate Professor, School of Traffic and Transportation Engineering, Changsha Univ. of Science and Technology, Changsha 410114, China. ORCID: .

2. Master’s Student, School of Traffic and Transportation Engineering, Changsha Univ. of Science and Technology, Changsha 410114, China. ORCID: .

3. Distinguished Professor, School of Traffic and Transportation Engineering, Changsha Univ. of Science and Technology, Changsha 410114, China (corresponding author). ORCID: .

4. Engineer, Shanghai Municipal Engineering Design and Research Institute (Group) Co., Ltd., Changsha 410005, China.

5. Professor, School of Traffic and Transportation Engineering, Changsha Univ. of Science and Technology, Changsha 410114, China. ORCID: .

6. Ecole des Ponts ParisTech, Laboratoire Navier/CERMES, 77455 Marne La Vallée, France.

7. Lecturer, Dept. of Civil Engineering, Shanghai Normal Univ., Shanghai 201418, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8705

Reference26 articles.

1. CECS (China Association for Engineering Construction Standardization). 2010. Technical specification for ground treatment by heavy tamping. [In Chinese.] CECS 279-10. Beijing: China Planning Press.

2. A constitutive model incorporating particle breakage for gravelly soil-structure interface under cyclic loading

3. Field study on the reinforcement of collapsible loess using dynamic compaction

4. Dynamic Compaction of Clays: Numerical Study Based on the Mechanics of Unsaturated Soils

5. Coupled three-dimensional discrete element–finite difference simulation of dynamic compaction

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