Prediction of unconfined compressive strength and California bearing capacity of cement- or lime-pozzolan-stabilised soil admixed with crushed stone waste-Reference-Cited by-同舟云学术

Prediction of unconfined compressive strength and California bearing capacity of cement- or lime-pozzolan-stabilised soil admixed with crushed stone waste

Published:2022-02-21 Issue: Volume: Page:1-12
ISSN:1748-6025
Container-title:Geomechanics and Geoengineering
language:en
Short-container-title:Geomechanics and Geoengineering

Author:

Salehi Mohsen¹²,Bayat Meysam¹^ORCID,Saadat Mohsen¹,Nasri Masoud³

Affiliation:

1. Department of Civil Engineering, Najafabad Branch, Islamic Azad University, Najafabad, Iran

2. Department of Civil Engineering, Ardestan Branch, Islamic Azad University, Ardestan, Iran

3. Department of Civil Engineering, Dolatabad Branch, Islamic Azad University, Esfahan, Iran

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology

Link

https://www.tandfonline.com/doi/pdf/10.1080/17486025.2022.2040606

Reference67 articles.

1. A study on soil stabilization by addition of fly ash and lime

2. Prediction of the strength and elasticity modulus of granite through an expert artificial neural network

3. Engineering behavior of expansive soils treated with rice husk ash

4. Strength, durability, and microstructure of geopolymers based on recycled-glass powder waste and dolomitic lime for soil stabilization

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