Method for Estimating the Degree of Improvement in Soil between Adjacent Tamping Locations under Dynamic Compaction-Reference-Cited by-同舟云学术

Method for Estimating the Degree of Improvement in Soil between Adjacent Tamping Locations under Dynamic Compaction

Published:2019-12 Issue:12 Volume:19 Page:04019134
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Dou Jinzhong¹,Chen Jinjian²,Wang Wei³

Affiliation:

1. Ph.D. Student, State Key Laboratory of Ocean Engineering, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., 800 Dong Chuan Rd., Shanghai 200240, China.

2. Professor, State Key Laboratory of Ocean Engineering, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., 800 Dong Chuan Rd., Shanghai 200240, China (corresponding author).

3. Assistant Professor, Engineering Research Center of Railway Environment Vibration and Noise, Ministry of Education, East China Jiao Tong Univ., Nanchang 330013, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001530

Reference63 articles.

1. Nonlinear Finite-Element Modeling Analysis of Soil-Pipe Interaction

2. Densification of granular soil by dynamic compaction

3. Choa V. M. W. Bo A. Arulrajah and Y. M. Na. 1997. “Overview of densification of granular soil by deep compaction methods.” In Proc. Int. Conf. on Ground Improvement Techniques 131–140. Singapore: CI-Premier.

4. Choa V. G. P. Karunaratne S. D. Ramaswamy A. Vijiaratnam and S. L. Lee. 1979. “Compaction of sand fill at Changi Airport.” In Proc. 6th Asian Regional Conf. on Soil Mechanics and Foundation Engineering Southeast Asian Society of Soil Engineering 137–140. Singapore: Southeast Asian Society of Soil Engineering.

5. Dynamic Compaction Analysis

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