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Visco-elastic consolidation subsequent to pile installation

  • Published:2000-03 Issue:2 Volume:26 Page:113-144
  • ISSN:0266-352X
  • Container-title:Computers and Geotechnics
  • language:en
  • Short-container-title:Computers and Geotechnics

Author:

Dong Guo Wei

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference51 articles.

1. Effect of pile driving on soil properties.;Orrje;J of Soil Mech and Found Engrg Div,1967

2. Effects of pile driving in clay;Flaate;Can Geotech J,1972

3. Testing of drivability of concrete piles and disturbance to sensitive clay;Fellenius;Can Geotech J,1976

4. Soil disturbance from pile driving in sensitive clay;Bozozuk;Can. Geotech. J,1978

5. The action of soft clay along friction piles;Seed;Proceedings, ASCE,1955

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1. Investigation on the long-term performance of model monopile jacked in structured clays;Acta Geotechnica;2023-10-01

2. Investigation of the time-dependent bearing capacity of a jacked pile in saturated structured clays;Computers and Geotechnics;2023-09

3. Semi‐analytical solution for a simplified 1D chemo‐hydro‐mechanical model in fluid‐saturated viscoelastic clay;International Journal for Numerical and Analytical Methods in Geomechanics;2023-03-31

4. Time-dependent evolution of bearing capacity of driven piles in clays;Proceedings of the Institution of Civil Engineers - Geotechnical Engineering;2022-03-21

5. Consolidation of soil induced by pile installation considering disturbance effect;Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería;2022
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