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26篇 您的检索式:作者名="Dewoolkar M"
    题名 作者 年代 出处 被引量
1Seismic behavior of cantilever retaining walls with liquefiable backfills显示文摘 Ko H Y Park R Y S 2001Journal of Geotechnical and Geoenvironmental Engineering2001,127,5:1
2Formulation of capillary hysteresis with intemal state variables显示文摘WEI C F DEWOOLKAR M M 2006Water Resources Research2006,42,7:1
3Formulation of capillary hysteresis with internal state variables显示文摘WEI C F DEWOOLKAR M M 2006Water Resources Research2006,42,10:1
4Formulation of capillary hysteresis with intemal state variables显示文摘WEI C F DEWOOLKAR M M 2006Water Resources Research2006,,:1
5Seismic Behavior of Cantilever Retaining Walls with Liquefiable Baekfills显示文摘Dewoolkar M M KO H Y Park R Y S 2001Journal of Geotechnical and Geoenvironmental Engineering2001,127,5:1
6Stability analysis of two-dimensional excavated slopes considering strength anisotropy显示文摘HWANG J DEWOOLKAR M KO H Y 2002Canadian Geotechnical Journal2002,39,10:1
7Formulation of capillary with internal state variables显示文摘WEI C F DEWOOLKAR M M 2006Water Resour Res2006,42,07:1
8Stability analysis of two-dimen- sional excavated slopes considering strength anisotropy 显示文摘Hwang J Dewoolkar M Ko H Y 2002Cana- dian Gcotechnical Journal2002,39,5:1
9Hands-on undergradu- ate geotechnical engineering modules in the context of effective learning pedagogies, ABET outcomes, and curricular reform 显示文摘Dewoolkar M George L Hayden N 2009Journal of Professional Issues in Engineering Education and Prac- tice2009,135,4:1
10Stability analysis of two-dimensional excavated slopes considering strength anisotropy显示文摘Hwang J Dewoolkar M Ko H Y 2002Canadian Geotechnical Journal2002,39,5:1
11Formulation of capillary hysteresis with internal state variables 显示文摘Wei C F Dewoolkar M M 2006Water Resources Research2006,42,7:1
12Formulation of capillary hysteresis with internal state variables显示文摘WEI C F DEWOOLKAR M M 2006Water Resources Research2006,42,07:1
13Drained residual shear strength of some claystones from front range,Colorado显示文摘MANDAR M DEWOOLKAR A M ROBERT J 2005Journal of Geotechnical and Geoenvironmental Engieeering2005,131,12:1
14Stability analysis of two-dimensional excavated slopes considering strength anisotropy显示文摘 Dewoolkar M Ko H Y 2002Canadian Geotechnical Journal2002,39,:1
15Centrifuge modeling of granular soil response over active eircular trapdoors显示文摘DEWOOLKAR M M SANTICHAIANANT K KO H Y 2007Soils and Founda- tions2007,47,5:1
16Formulation of capillary hysteresis with internal state variables显示文摘WEI C F DEWOOLKAR M M 2006Water Recourses Research2006,,:1
17Formulation of capillary hysteresis with internal state variables显示文摘WEI C F DEWOOLKAR M M 0,,7:1
18Formulation of capillary hysteresis with internal state variables显示文摘WEI C F DEWOOLKAR M M 2006Water Resources Research2006,42,7:1
19Stability analysis of two-dimensional excavated slopes considering strength anisotropy显示文摘Hwang J Dewoolkar M Ko H Y 2002Canadian Geotechnical Journal2002,39,5:1
20Formulation of capillary hysteresis with internal state variables显示文摘WEI C DEWOOLKAR M M 2006Water Resources Research2006,420,7:1
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