Kriging-Based Reliability Analysis of Strip Footings Resting on Spatially Varying Soils-Reference-Cited by-同舟云学术

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Kriging-Based Reliability Analysis of Strip Footings Resting on Spatially Varying Soils

Published:2018-10 Issue:10 Volume:144 Page:04018071
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Al-Bittar Tamara¹^ORCID,Soubra Abdul-Hamid²,Thajeel Jawad³

Affiliation:

1. Associate Professor, Faculty of Engineering, Lebanese Univ., Tripoli, Al Kobeh, Lebanon (corresponding author). ORCID: .

2. Professor, Dept. of Civil Engineering, Univ. of Nantes, Blvd. de l’Université, 44603 Saint-Nazaire, France.

3. Ph.D. Student, Dept. of Civil Engineering, Univ. of Nantes, Blvd. de l’Université, 44603 Saint-Nazaire, France.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001958

Reference21 articles.

1. Bearing capacity of strip footings on spatially random soils using sparse polynomial chaos expansion

2. Efficient sparse polynomial chaos expansion methodology for the probabilistic analysis of computationally-expensive deterministic models

3. Probabilistic Analysis of Strip Footings Resting on Spatially Varying Soils and Subjected to Vertical or Inclined Loads

4. Bearing capacity of spatially random rock masses obeying Hoek–Brown failure criterion

5. Reliability-based design for allowable bearing capacity of footings on rock masses by considering angle of distortion

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