Analysis and Optimization of Tensile Strength for Loess Stabilized by Calcium Carbide Residue

Author:

Pei Yi1,Ding Zhan2,Li Peilong3,Xie Xuan4

Affiliation:

1. Doctoral Candidate, Highway School, Chang’an Univ., Xi’an, Shaanxi 710064, China.

2. Associate Professor, Key Laboratory of Subsurface Hydrology and Ecological Effects in Arid Region Ministry of Education, Chang’an Univ., Xi’an, Shaanxi 710064, China (corresponding author).

3. Professor, Key Laboratory of Road Structure and Material Ministry of Transport, Chang’an Univ., Xi’an, Shaanxi 710064, China.

4. Master’s Candidate, Highway School, Chang’an Univ., Xi’an, Shaanxi 710064, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference45 articles.

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2. ASTM. 2011. Standard practice for classification of soils for engineering purposes unified soil classification system. West Conshohocken, PA: ASTM.

3. ASTM. 2020. Standard test methods for determination of maximum dry unit weight of granular soils using a vibrating hammer. West Conshohocken, PA: ASTM.

4. ASTM. 2021. Standard test method for particle-size distribution (gradation) of fine-grained soils using the sedimentation (hydrometer) analysis. West Conshohocken, PA: ASTM.

5. Re-use in road construction of a Karal-type clay-rich soil from North Cameroon after a lime/cement mixed treatment using two different limes;Bakaiyang L.;Case Stud. Constr. Mater.,2021

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