Experimental Study and Mathematical Description of Gradation Effect on the Mechanical Characteristics of Crushed Waste Rocks

Author:

Hao Shengpeng1,Pabst Thomas2ORCID

Affiliation:

1. State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing Univ., Chongqing 400044, China; School of Resources and Safety Engineering, Chongqing Univ., Chongqing 400044, China; Dept. of Civil, Geological, and Mining Engineering, Research Institute on Mines and Environment (RIME), Polytechnique Montreal, C.P. 6079, Station Centre-ville, Montréal, QC H3C 3A7, Canada.

2. Dept. of Civil, Geological, and Mining Engineering, Research Institute on Mines and Environment (RIME), Polytechnique Montreal, C.P. 6079, Station Centre-ville, Montréal, QC H3C 3A7, Canada (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference100 articles.

1. AASHTO. 2008. Standard specification for materials for aggregate and soil-aggregate subbase, base, and surface courses. AASHTO M 147-65. Washington, DC: AASHTO.

2. AASHTO. 2017. Standard method of test for determining the resilient modulus of soils and aggregate materials. AASHTO T307-99. Washington, DC: AASHTO.

3. Potential use of phosphate wastes as aggregates in road construction;Ahmed A. A.;J. Eng. Sci.,2009

4. Effect of particle size and strain conditions on the strength of crushed basalt;Al-Hussaini M.;Can. Geotech. J.,1983

5. Valorization of phosphate mine waste rocks as materials for road construction;Amrani M.;Minerals,2019

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