Geotechnical and Economical Aspects of Using Mixed Recycled Aggregate from Construction and Demolition Waste for Reinforced Soil Structures-Reference-Cited by-同舟云学术

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Geotechnical and Economical Aspects of Using Mixed Recycled Aggregate from Construction and Demolition Waste for Reinforced Soil Structures

Published:2023-03-23 Issue: Volume: Page:
ISSN:
Container-title:Geo-Congress 2023
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Author:

Agarwal Apoorva¹²³⁴⁵,Ramana G. V.¹²³⁴⁵,Datta Manoj¹²³⁴⁵,Soni Narendra Kumar¹²³⁴⁵,Satyakam Rajiv¹²³⁴⁵

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Delhi, New Delhi, India.

2. Professor, Dept. of Civil Engineering, Indian Institute of Technology Delhi, New Delhi, India.

3. Professor Emeritus, Dept. of Civil Engineering, Indian Institute of Technology Delhi, New Delhi, India.

4. Manager, NTPC Energy Technology Research Alliance, Greater Noida, India.

5. Assistant General Manager, NTPC Energy Technology Research Alliance, Greater Noida, India.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484685.035

Reference13 articles.

1. Pullout tests conducted on clay reinforced with geogrid encapsulated in thin layers of sand

2. Agarwal A. Datta M. Ramana G. V. and Soni N. K. (2022). Comparison of Pullout Behaviour of Polyester Geogrid and Polyester Strip Soil Reinforcement. Geo-Congress 2022 1974 477–485. https://doi.org/10.1061/9780784484012.049.

3. Agarwal, A., Datta, M., Ramana, G. V., Soni, N. K., and Satyakam, R. (2021). Geotechnical Characterization of Recycled Aggregates (RA) Comprising of Mixed Waste from Construction & Demolition (C&D) Plants. In S. Patel, C. H. Solanki, K. R. Reddy, & S. K. Shukla (Eds.), Indian Geotechnical Conference, IGC-2019 (Vol. 134, Issue May, pp. 185–194). Springer Singapore. https://doi.org/10.1007/978-981-33-6370-0_17.

4. Environmental assessment of unprocessed sand-sized construction & demolition waste for geotechnical reuse;Agarwal A.;Journal of Cleaner Production,2022

5. Pullout Tests Using Steel Grid Reinforcements with Low‐Quality Backfill

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