Rational Approach for Characterizing In Situ Infiltration Parameters of Two-Layered Pervious Concrete Pavement Systems-Reference-Cited by-同舟云学术

Rational Approach for Characterizing In Situ Infiltration Parameters of Two-Layered Pervious Concrete Pavement Systems

Published:2019-11 Issue:11 Volume:31 Page:04019258
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Singh Avishreshth¹,Jagadeesh Gaddam Sai¹,Sampath Prasanna Venkatesh²,Biligiri Krishna Prapoorna³^ORCID

Affiliation:

1. Doctoral Research Scholar, Dept. of Civil and Environmental Engineering, Indian Institute of Technology Tirupati, Andhra Pradesh 517 506, India.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Indian Institute of Technology Tirupati, Andhra Pradesh 517 506, India.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Indian Institute of Technology Tirupati, Andhra Pradesh 517 506, India (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.1943-5533.0002898

Reference30 articles.

1. Chandrappa A. K. and K. P. Biligiri. 2016a. “Characterization of pervious concrete fundamental properties.” In Proc. 12th Int. Conf. on Transportation Planning and Implementation Methodologies for Developing Countries 19–21. India: Indian Institute of Technology Bombay.

2. Comprehensive investigation of permeability characteristics of pervious concrete: A hydrodynamic approach

3. Influence of mix parameters on pore properties and modulus of pervious concrete: an application of ultrasonic pulse velocity

4. Pervious concrete as a sustainable pavement material – Research findings and future prospects: A state-of-the-art review

5. Flexural-fatigue characteristics of pervious concrete: Statistical distributions and model development

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