Long-Term Settlement of Dynamically Loaded Shallow Foundations

Author:

Staubach Patrick1ORCID,Wegener Dirk2,Machaček Jan3ORCID,Wichtmann Torsten4ORCID

Affiliation:

1. Chair of Geotechnics, Institute of Structural Engineering, Bauhaus-Universität Weimar, Weimar 99425, Germany; Chair of Soil Mechanics, Foundation Engineering and Environmental Geotechnics, Ruhr Universität Bochum, Bochum 44801, Germany (corresponding author). ORCID: .

2. GEPRO Ingenieurgesellschaft mbH, Dresden 01219, Germany.

3. Institute of Geotechnics, Technische Universität Darmstadt, Darmstadt 64287, Germany; Chair of Soil Mechanics, Foundation Engineering and Environmental Geotechnics, Ruhr-Universität Bochum, Bochum 44801, Germany. ORCID:

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

Publisher

American Society of Civil Engineers (ASCE)

Reference38 articles.

1. Achenbach, J. D. 1980. Wave propagation in elastic soils. Amsterdam: North-Holland.

2. Probabilistic characterization of a high-cycle accumulation model for sands

3. Byrne P. and J. McIntyre. 1994. Deformation in granular soils due to cyclic loading. Geotechnical Special Publication No. 40. College Station TX: Texas A&M Univ.

4. DGGT (Deutsche Gesellschaft für Geotechnik). ed. 2018. Empfehlungen des Arbeitskreises 1.4 “Baugrunddynamik” der Deutschen Gesellschaft für Geotechnik e.V.

5. 3rd Ishihara Lecture: An investigation into why liquefaction charts work: A necessary step toward integrating the states of art and practice

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