LESHCHINSKY DOV | Department of Civil Engineering, University of Delaware
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概要
関連著者
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LESHCHINSKY DOV
Department of Civil Engineering, University of Delaware
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Leshchinsky Dov
Department Of Civil And Environmental Engineering University Of Delaware
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SAN KA-CHING
Geotop Corporation, and Research Fellow, Department of Civil Engineering, Osaka University
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San Ka-ching
Geotop Corporation And Research Fellow Department Of Civil Engineering Osaka University
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鵜飼 恵三
Department of Civil Engineering, Gunma University
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鵜飼 恵三
Professor Department Of Civil Engineering Gunma University Gunma.
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Leshchinsky D
Univ. Delaware De Usa
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Leshchinsky Dov
Department Of Civil Engineering University Of Delaware
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松井 保
Department Of Civil Engineering Osaka University
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San K‐c
Geotop Corporation And Research Fellow Department Of Civil Engineering Osaka University
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San Ka-ching
Geotop Corporation And Research Fellow Depertment Of Civil Engineering Osaka University
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Ling Hoe
コロンビア大学 土木工学科
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LING Hoe
Department of Civil Engineering, Columbia University
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ZIEGLER STACY
Department of Civil and Environmental Engineering, University of Delaware
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PERRY EDWARD
Research Civil Engineer, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Mississippi
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Ling Hoe
Department Of Civil And Environmental Engineering University Of Delaware
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Ziegler Stacy
Department Of Civil And Environmental Engineering University Of Delaware
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Perry Edward
Research Civil Engineer U.s. Army Engineer Waterways Experiment Station Vicksburg Mississippi
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Ugai K
Gunma Univ. Jpn
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Baker R
Technion Haifa Isr
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BAKER RAFAEL
Faculty of Civil Engineering, Technion-Israel Institute of Technology
著作論文
- THREE-DIMENSIONAL LIMIT EQUILIBRIUM AND FINITE ELEMENT ANALYSES : A COMPARISON OF RESULTS
- SEISMIC SLOPE STABILITY ANALYSIS : PSEUDO-STATIC GENERALIZED METHOD
- EFFECT OF SHORT POLYMERIC FIBERS ON CRACK DEVELOPMENT IN CLAYS
- GEOSYNTHETIC REINFORCED SLOPES : LIMIT EQUILIBRIUM AND FINITE ELEMENT ANALYSES
- SHORT-TERM STABILITY OF REINFORCED EMBANKMENT OVER CLAYEY FOUNDATION
- THREE-DIMENSIONAL SLOPE STABILITY : END EFFECTS