Cyclic Testing and Constitutive Modeling of Saturated Sand–Concrete Interfaces Using the Disturbed State ConceptDesai, Chandra S.; Pradhan, Shashank K.; Cohen, David · International Journal of Geomechanics · 2005

Discussion of “ <i>Cyclic Testing and Modeling of Interfaces</i> ” by C. S. Desai, E. C. Drumm, and M. M. Zaman (June, 1985, Vol. 111, No. 6)Uesugi, Morimichi; Kishida, Hideaki · Journal of Geotechnical Engineering · 1987

Pile Horizontal Soil Modulus ValuesSmith, Trevor David · Journal of Geotechnical Engineering · 1987

Dynamic Analysis of Railroad EmbankmentsDeepak, Desh; Venkatkati, M. · Journal of Geotechnical Engineering · 1984

Deformation Analysis of EmbankmentsLoganathan, N.; Balasubramaniam, A. S.; Bergado, D. T. · Journal of Geotechnical Engineering · 1993

Transition of Railroad Bridge ApproachesLi, Dingqing; Davis, David · Journal of Geotechnical and Geoenvironmental Engineering · 2005

Geosynthetic Reinforced Soil StructuresLeshchinsky, Dov; Boedeker, Ralph H. · Journal of Geotechnical Engineering · 1989

Vertical Vibration of Machine FoundationsNayfeh, Ali H.; Serhan, Samir J. · Journal of Geotechnical Engineering · 1989

Dynamic Lateral Pile‐Group EffectsKagawa, Takaaki · Journal of Geotechnical Engineering · 1983

Strain Path MethodBaligh, Mohsen M. · Journal of Geotechnical Engineering · 1985