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Publications by Sven Krabbenhoft
The Bearing Capacity of Circular Footings in Sand: Comparison Between Model Tests and Numerical Simulations Based on a Nonlinear Mohr Failure Envelope
Advances in Civil Engineering
Civil
Structural Engineering
Related publications
A Comparison of the Bearing Capacity of Flat and Conical Circular Foundations on Sand
Geotechnique
Earth
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Engineering Geology
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Effect of Relative Density and Stress Level on the Bearing Capacity of Footings on Sand
Geotechnique
Earth
Planetary Sciences
Engineering Geology
Geotechnical Engineering
Parametric Study From Laboratory Tests on Twin Circular Footings on Geocell-Reinforced Sand
Scientia Iranica
Model Tests and FEM Simulation of Some Factors Affecting the Bearing Capacity of a Footing on Sand.
Soils and Foundations
Civil
Geotechnical Engineering
Engineering Geology
Structural Engineering
A Failure Surface for Circular Footings on Cohesive Soils
Geotechnique
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Numerical Study of the 3D Failure Envelope of a Single Pile in Sand
Computers and Geotechnics
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Computer Science Applications
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Allowable Bearing Capacity of Strip Footings on Jointed Rock Masses: A Reliability Based Approach
Failure Mechanism and Bearing Capacity of Footings Buried at Various Depths in Spatially Random Soil
Journal of Geotechnical and Geoenvironmental Engineering - ASCE
Geotechnical Engineering
Engineering Geology
Environmental Science
Improvement of Bearing Capacity of Pile Skirted Footings in Sand Due to Varying Size & Length of Skirt
International Journal of Advance Engineering and Research Development
