Behavior of Nonidentical Differently Loaded Interfering Rough Footings-Reference-Cited by-同舟云学术

Behavior of Nonidentical Differently Loaded Interfering Rough Footings

Published:2020-06 Issue:6 Volume:146 Page:04020041
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Schmüdderich Christoph¹^ORCID,Alimardani Lavasan Arash²^ORCID,Tschuchnigg Franz³^ORCID,Wichtmann Torsten⁴

Affiliation:

1. Ph.D. Candidate, Chair of Soil Mechanics, Foundation Engineering and Environmental Geotechnics, Ruhr-Universität Bochum, 44801 Bochum, Germany (corresponding author). ORCID: .

2. Senior Lecturer and Research Associate, Chair of Soil Mechanics, Foundation Engineering and Environmental Geotechnics, Ruhr-Universität Bochum, 44801 Bochum, Germany. ORCID: .

3. Assistant Professor, Institute of Soil Mechanics, Foundation Engineering and Computational Geotechnics, Graz Univ. of Technology, 8010 Graz, Austria. ORCID: .

4. Professor, Chair of Soil Mechanics, Foundation Engineering and Environmental Geotechnics, Ruhr-Universität Bochum, 44801 Bochum, Germany.

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.1943-5606.0002255

Reference26 articles.

1. Adaptive finite element computational fluid dynamics using an anisotropic error estimator

2. Interaction of adjacent strip footings on reinforced soil using upper-bound limit analysis

3. Finite element method and limit analysis theory for soil mechanics problems

4. Bearing Capacity of Two Closely-Spaced Shallow Foundations on Sand

5. Extended limit design theorems for continuous media

Cited by 19 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Numerical Study of the Ultimate Bearing Capacity of Two Adjacent Rough Strip Footings on Granular Soil: Effects of Rotational and Horizontal Constraints of Footings;Buildings;2024-06-04

2. Bearing capacity of perforated surface foundations on sand;Ships and Offshore Structures;2024-04-06

3. Stochastic analysis for bearing capacity computation of twin strip footings on geogrid-reinforced sands;Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards;2024-02-12

4. Influence of Sampling Methods on the Accuracy of Machine Learning Predictions Used for Strain-Dependent Slope Stability;Geosciences;2024-02-05

5. Bearing capacity of two asymmetric differently loaded concrete footings seated on geocell-reinforced sand slopes;Case Studies in Construction Materials;2023-12