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32篇 您的检索式:作者名="KAVVADAS M"
    题名 作者 年代 出处 被引量
1Monitoring ground deformation in tunnelling: current practice in transportation tunnels显示文摘KAVVADAS M J 2005Engineering Geology2005,79,12:1
2A constitutive model for structured soils显示文摘Kavvadas M Amorosi A 2000Geotechnique2000,50,3:1
3A constitute model for structured soils显示文摘Kavvadas M Amorosi A 2000Geotechnique2000,50,3:1
4A constitutive model for structured soils显示文摘Kavvadas M Amorosi A 2000Geotechnique2000,50,3:1
5A constitutive model for structured soil显示文摘Kavvadas M Amorosi A 2000Geotechnique2000,50,3:1
6Formulation of MIT-E3 constitutive model for overconsolidated clays 显示文摘Andrew J W Kavvadas M J 1994Journal of Geotechnical Engineering ASCE1994,120,1:1
7A constitutive model for structured soils 显示文摘KAVVADAS M AMOROSI A 2000Geotechnique2000,50,3:1
8Formulation of MIT-E3 constitutive model for over consolidated clays显示文摘Whittle A J Kavvadas M J 1994Journal of Geoteehnical Engineering1994,120,1:1
9Kinematic Seismic Response and Bending of Free-Head Piles in Layered Soil 显示文摘KAVVADAS M GAZETAS G 1993Geotechnique1993,43,2:1
10A constitutive model for structured soils显示文摘Kavvadas M Amorosi A 0,,03:1
11Drainage of supported excavations显示文摘KAVVADAS M GIOLAS A PAPACHARALAMBOUS G 1992Geotechnical and Geological Engineering1992,10,2:1
12Formulation of MIT-E3 constitutive model for overconsolidated clays 显示文摘Whittle A J Kavvada M J 1994Journal of Geotechnical Engineering1994,120,1:1
13A constitutive model for structured soils显示文摘Kavvadas M Amorosi A 2000Geotechnique2000,50,3:1
14A constitutive model for structured soils显示文摘Kavvadas M Amorosi A 2000Geotechnique2000,50,3:1
15A constitutive model for structured soils显示文摘KAVVADAS M AMOROSI A 2000Géotechnique2000,50,3:1
16A constitutive model for structured soil显示文摘Kavvadas M Amorosi A 2000Geotechnique2000,50,3:1
17A constitutive model for structured soil显示文摘Kavvadas M Amorosi A 2000Geotechnique2000,50,3:1
18A constitutive model for structured soils显示文摘KAVVADAS M AMOROSI A 2000Geotechnique2000,50,3:1
19A constitutive model for structured soils 显示文摘Kavvadas M Amorosi A 2000Geotechniq Le2000,50,3:1
20Formulation of MIT-E3 constitutive model for overconsolidated clays显示文摘Whittle A J Kavvadas M J 1994Journal of Geotechnical Engineering1994,120,1:1
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