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    Analytical Prediction of Fatigue Crack Propagation in Metals 

    Source: Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 006
    Author(s): D. V. Ramsamooj
    Publisher: American Society of Civil Engineers
    Abstract: An analytical model for fatigue crack propagation of
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    Stresses in Jointed Rigid Pavements 

    Source: Journal of Transportation Engineering, Part A: Systems:;1999:;Volume ( 125 ):;issue: 002
    Author(s): D. V. Ramsamooj
    Publisher: American Society of Civil Engineers
    Abstract: A novel application of the principles of fracture mechanics combined with multilayered elastic theory is used to obtain the design stresses midway between the transverse joints at the bottom of the longitudinal edge of ...
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    Prediction of Progressive Failure in Heavily Overconsolidated Slope 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 009
    Author(s): D. V. Ramsamooj; G. S. Lin
    Publisher: American Society of Civil Engineers
    Abstract: A theoretical solution for the subcritical growth of a crack in a quasi‐brittle solid is applied to predict the time for progressive failure to develop in a heavily overconsolidated clay slope. The solution utilizes the ...
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    Model Prediction of Cyclic Response of Soils 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 007
    Author(s): D. V. Ramsamooj; A. J. Alwash
    Publisher: American Society of Civil Engineers
    Abstract: A new elastoplastic model has been developed for predicting the stress path, the stress/strain response, and the shear strength of soils under cyclic loading. The model utilizes multiyield surfaces and a combination of ...
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    Model Prediction of Rutting in Asphalt Concrete 

    Source: Journal of Transportation Engineering, Part A: Systems:;1998:;Volume ( 124 ):;issue: 005
    Author(s): D. V. Ramsamooj; J. Ramadan; G. S. Lin
    Publisher: American Society of Civil Engineers
    Abstract: A new elastoplastic model is presented for predicting the stress/strain response of asphalt concrete under cyclic loading. The model utilizes multiyield surfaces and isotropic hardening. Rowe's stress dilatancy theory is ...
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