Effect on bearing capacity and settlement behaviour of fly-ash reinforced with fine micropiles-Reference-Cited by-同舟云学术

Effect on bearing capacity and settlement behaviour of fly-ash reinforced with fine micropiles

Published:2022-07-06 Issue: Volume: Page:1-9
ISSN:1748-6025
Container-title:Geomechanics and Geoengineering
language:en
Short-container-title:Geomechanics and Geoengineering

Author:

Farooqi Mohd Ahmadullah¹^ORCID,Ali Kausar²^ORCID,Shah Irfan Ahmad²^ORCID,Alotaibi Khalid Saqer³^ORCID

Affiliation:

1. Department of Building Engineering, College of Architecture and Planning, Imam Abdulrahman Bin Faisal University, Saudi Arabia

2. Department of Civil Engineering, ZHCET, Aligarh Muslim University, Aligarh, Uttar Pradesh, India

3. Department of Civil and Construction Engineering, College of Engineering, Imam Abdulrahman Bin Faisal University, Saudi Arabia

Funder

Imam Abdulrahman Bin Faisal University

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology

Link

https://www.tandfonline.com/doi/pdf/10.1080/17486025.2022.2096265

Reference38 articles.

1. Treatment of Soil Swelling Using Geogrid Reinforced Columns

2. Bearing capacity improvement of square footing by micropiles

3. Bureau of Indian Standards. (1993). Code, I. S. 2720 (Part 11). Determination of the shear strength parameters of a specimen tested in unconsolidated undrained triaxial compression without the measurement of pore water pressure (first revision).

4. City-wide relationships between green spaces, urban land use and topography

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