Influence of Natural Rubber Latex Thickness on the Behavior of Jointed Rocks during Shear Wave Propagation

Author:

Rohilla Sakshi1,Saha Kallol2ORCID,Sebastian Resmi3ORCID

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Ropar, Rupnagar, Punjab 140001, India (corresponding author).

2. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Ropar, Rupnagar, Punjab 140001, India. ORCID: .

3. Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology Ropar, Rupnagar, Punjab 140001, India. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference55 articles.

1. ASTM. 2013. Standard test methods for vulcanized rubber and thermoplastic elastomers—Tension. ASTM D412-06. West Conshohocken, PA: ASTM.

2. ASTM. 2015. Standard test methods for modulus and damping of soils by fixed-base resonant column devices. ASTM D4015-e1. West Conshohocken, PA: ASTM.

3. ASTM. 2022. Standard practice for calculating sample size to estimate, with specified precision, the average for a characteristic of a lot or process. ASTM E122-17. West Conshohocken, PA: ASTM.

4. ASTM. 2023. Standard test methods for compressive strength and elastic moduli of intact rock core specimens under varying states of stress and temperatures. ASTM D7012-23. West Conshohocken, PA: ASTM.

5. Effects of latex and poly-DADMAC on erosion, hydrophobicity and water-retention on two different soils

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