Investigation Moisture Content Effect on Bearing Capacity Failure of Strip Footing Rested on Silty Sand Soil Based on Crack Characteristics Assessment Using Non-Destructive Test-Reference-Cited by-同舟云学术

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Investigation Moisture Content Effect on Bearing Capacity Failure of Strip Footing Rested on Silty Sand Soil Based on Crack Characteristics Assessment Using Non-Destructive Test

Published:2023 Issue: Volume:47 Page:597-601
ISSN:2452-3216
Container-title:Procedia Structural Integrity
language:en
Short-container-title:Procedia Structural Integrity

Author:

Robit Nurul Najiha Imam,Nujid Masyitah Md,Nor Noor Suhada Md,Tholibon Duratul Ain,Mukhlisin Muhammad

Publisher

Elsevier BV

Subject

General Engineering,Energy Engineering and Power Technology

Reference14 articles.

1. Using Plaxis 2D finite element modeling to assess bearing capacity of Sultana's soil in Najran Region, Kingdom of Saudi Arabia;Abdullah;Materials Today: Proceedings,2021

2. Experimental and Analytical Investigations on Bearing Capacity of Strip Footing in Reinforced Sand Backfills and Flexible Retaining Wall;Ahmadi;Acta Geotechnica,2012

3. Punching Shear Capacity of Reinforced Concrete Column Footings Accounting for the Soil–Structure Interaction Effect;Bonić;Journal of Building Engineering,2022

4. Computation of Bearing Capacity Factors using Finite Elements;Griffiths;Geotechnique,1982

5. Numerical Analysis of Shallow Foundations with Varying Loading and Soil Conditions;Hakro;Buildings,2022

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