Evaluating Subgrade Compaction for Different Soils Using Nondestructive Lightweight Deflectometer

Author:

Wang Hailin1,Qian Jinsong2,Liu Yang3,Zhang Junlin4

Affiliation:

1. Ph.D. Candidate, The Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji Univ., Shanghai 201804, China (corresponding author).

2. Professor, The Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji Univ., Shanghai 201804, China.

3. Ph.D. Candidate, Centre for Pavement and Transportation Technology, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1.

4. Senior Engineer, Gansu Province Transportation Planning, Survey & Design Institute, Yanbei Rd. 1689, Lanzhou 730000, China.

Publisher

American Society of Civil Engineers (ASCE)

Reference18 articles.

1. Comparison of Overlay Design in Between Lightweight Deflectometer and Benkelman Beam Deflection Test Results: A Case Study in India

2. Al-Fattehallah, R., A. M. Shaban, and S. Al-Busaltan. 2020. “Use of lightweight deflectometer for evaluating in situ strength characteristics of pavement foundations in Kerbala.” In Modern applications of geotechnical engineering and construction: Geotechnical engineering and construction, 185–196. Singapore: Springer. https://doi.org/10.1007/978-981-15-9399-4_16.

3. Laboratory Evaluation of the Geogauge and Light Falling Weight Deflectometer as Construction Control Tools

4. Comparative evaluation of soil subgrade strength using laboratory and in-situ tests;Arshad A. K.;Int. J. Civ. Eng. Tech.,2018

5. Response analysis of subgrade soils using signal phase shift obtained from laboratory lightweight deflectometer tests

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