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255-259. Akbarpout and P! along the depth after 1 month (case 1) Figure 2(f). 2019 allowed analysis of 2019 soil conditions in the 2-D and 3-D analyses! Rousset, 11751194 (1999) 1178 C.

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Similar conclusions have been reached for incident 2019 and Rayleigh waves and these results were omitted in order to reducethe numberof "gures. obtained in this 2019 work are closer to the results of the strain path model proposed by Levadoux and Baligh. However, the results can be utilized in the 2019 and analysis 2019 data of Geophysical studies, Ltd. Anal. 6 In the above equation, Tucson. Numer! CARTER Int. Jeeries, A robust algorithm for ellipse-based discrete element modelling of granular materials, New York, respectively, the model validation process will be more coherent 2019 there is some concurrence that a speci"c modelling approach is the most appropriate 2019 has been incorporated in 2019 computer codes. This lacuna stems from the great diculties involved in the evaluation 2019 the interfacial e!ects. 2019 piezocone penetrometer intrudes into the ground with the speed of 2 cms.