The Displacement of a Model Rigid Surface Footing on Dense Sand Under General Planar Loading-Reference-Cited by-同舟云学术

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The Displacement of a Model Rigid Surface Footing on Dense Sand Under General Planar Loading

Published:1995-09 Issue:3 Volume:35 Page:71-82
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Gottardi Guido,Butterfield Roy

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference14 articles.

1. Another look at gravity platform foundations;Butterfield,1981

2. The load displacement response of rigid retaining wall foundations;Butterfield,1992

3. A new approach to safety factors for shallow foundations;Butterfield,1993

4. Cyclic plate bearing tests;Butterfield;Journal of Terramechanics,1980

5. A complete three-dimensional failure envelope for shallow footings on sand;Butterfield;Geotechnique,1994

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1. Uplift-hypoplastic macroelement model for shallow foundations in sand under cyclic combined loading;Soil Dynamics and Earthquake Engineering;2024-10

2. Failure envelope for offshore rigid piles under combined horizontal-moment loading in clay with linearly increasing undrained shear strength;Ocean Engineering;2024-09

3. V–H Capacity Envelopes of Strip Footings on Cohesionless Soil Overlying Soft Rock Mass;Lecture Notes in Civil Engineering;2024

4. Nonisothermal Failure Envelopes of Strip Shallow Foundations Resting on Partially Saturated Clay Subjected to Combined Inclined and Eccentric Loadings;International Journal of Geomechanics;2023-01

5. Transient Response of Shallow Foundation Under Eccentric Static and Cyclic Load;Lecture Notes in Civil Engineering;2023

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