Assessment of Model Uncertainty for Settlement-Prediction Models of Spread Footings on Clays Reinforced with Aggregate Piers-Reference-Cited by-同舟云学术

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Assessment of Model Uncertainty for Settlement-Prediction Models of Spread Footings on Clays Reinforced with Aggregate Piers

Published:2023-07-20 Issue: Volume: Page:
ISSN:
Container-title:Geo-Risk 2023
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Author:

Almikati Abdurrahman¹²³,Najjar Shadi¹²³,Sadek Salah¹²³

Affiliation:

1. Postdoctoral Research Fellow, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas at Austin.

2. Associate Professor, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, Riad El Solh, Beirut.

3. Professor, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, Riad El Solh, Beirut.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484999.034

Reference22 articles.

1. Calibration to determine load and resistance factors for geotechnical and structural design;Allen T. M.;Transportation Research Circular,2005

2. Large-Scale Instrumented Triaxial Setup for Investigating the Response of Soft Clay Reinforced with Sand Column Groups

3. Bachus R. C. and Barksdale R. D. (1983). Vertical and lateral behavior of model stone columns. In Renforcement en place des sols et des roches. Colloque international (pp. 99–104).

4. The Performance of Foundations on Various Soils Stabilized by the Vibro-compaction Method

5. Full Scale Load Test of Granular Piles with Different Densities and Different Proportions of Gravel and Sand on Soft Bangkok Clay

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