Cyclic undrained properties of stabilised expansive clay with lignosulfonate-Reference-Cited by-同舟云学术

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Cyclic undrained properties of stabilised expansive clay with lignosulfonate

Published:2022-02-24 Issue: Volume: Page:1-15
ISSN:1748-6025
Container-title:Geomechanics and Geoengineering
language:en
Short-container-title:Geomechanics and Geoengineering

Author:

Ta’Negonbadi Bahram¹,Noorzad Reza²,Ta’Negonbadi Mehran³

Affiliation:

1. Geotechnical Engineering, Faculty of Civil Engineering, Babol Noshirvani University of Technology, Babol, Iran

2. Associate Professor in Geotechnical Engineering, Faculty of Civil Engineering, Babol Noshirvani University of Technology, Babol, Iran

3. M. Sc Student in Civil Engineering, Faculty of Civil Engineering, Babol Noshirvani University of Technology, Babol, Iran

Funder

Babol Noshirvani University of Technology

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology

Link

https://www.tandfonline.com/doi/pdf/10.1080/17486025.2022.2043455

Reference61 articles.

1. Mechanisms of stabilization of expansive soil with lignosulfonate admixture

2. Al-Juari, K.A.K. et al. 2020. Simulation of behaviour of swelling soil supported by a retaining wall. Scotland: Proceedings of the Institution of Civil Engineers - Structures and Buildings, 1–10. doi:10.1680/jstbu.19.00152.

3. Behaviour and mineralogy changes in lime-treated expansive soil at 20°C

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1. A state-of-the-art review on the application of lignosulfonate as a green alternative in soil stabilization;Science of The Total Environment;2024-09

2. Use of Lignin, Waste Tire Rubber, and Waste Glass for Soil Stabilization;Applied Sciences;2024-08-26

3. Sustainable Binary Blending for Low-Volume Roads—Reliability-Based Design Approach and Carbon Footprint Analysis;Materials;2023-03-02

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