Probabilistic Analysis of Shallow Foundation Settlement on Layered Soil Using a Hardening Soil Model-Reference-Cited by-同舟云学术

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Probabilistic Analysis of Shallow Foundation Settlement on Layered Soil Using a Hardening Soil Model

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

Teshager Daniel K.¹²³,Chwała M.¹²³,Puła W.¹²³

Affiliation:

1. Ph.D. Student, Faculty of Civil Engineering, Wroclaw Univ. of Science and Technology, Wrocław, Poland.

2. Assistant Professor, Faculty of Civil Engineering, Wroclaw Univ. of Science and Technology, Wrocław, Poland.

3. Professor, Faculty of Civil Engineering, Wroclaw Univ. of Science and Technology, Wrocław, Poland.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484999.033

Reference19 articles.

1. Probabilistic analysis of strip footings resting on a spatially random soil using subset simulation approach;Ahmed A.;Georisk,2012

2. Brinkgreve, R. B. J., Engin, E., and Engin, H. K. (2010). “Validation of empirical formulas to derive model parameters for sands.” Numerical Methods in Geotechnical Engineering – Benz & Nordal (eds), 137–142.

3. Random Field Modeling of CPT Data

4. Probabilistic foundation settlement on spatially random soil.;Fenton G. A.;J. Geotech Geoenviron Eng,2002

5. Three-dimensional probabilistic foundation settlement.;Fenton G. A.;J. Geotech Geoenviron Eng,2005

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