Experimental Study on Fractal Characteristics and Energy Dissipation of Stabilized Soil Based on SHPB Test-Reference-Cited by-同舟云学术

Experimental Study on Fractal Characteristics and Energy Dissipation of Stabilized Soil Based on SHPB Test

Published:2019-11 Issue:11 Volume:31 Page:04019264
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Ma Qinyong¹,Cao Ziming²^ORCID

Affiliation:

1. Professor, Engineering Research Center of Underground Mine Construction, Ministry of Education, Anhui Univ. of Science and Technology, Huainan, Anhui 232001, China.

2. Master Degree Candidate, School of Civil Engineering and Architecture, Anhui Univ. of Science and Technology, Huainan, Anhui 232001, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0002916

Reference56 articles.

1. Microstructure and geotechnical properties of lime-treated expansive clayey soil

2. Scaling of energy dissipation in crushing and fragmentation: a fractal and statistical analysis based on particle size distribution

3. Stabilization of expansive Belle Fourche shale clay with different chemical additives

4. Theoretical analysis and experimental research on the energy dissipation of rock crushing based on fractal theory

5. Stabilised expansive soil behaviour during wetting and drying

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