地盤の動的物性定数の逆解析(『土質工学会論文報告集』Vol.30,No.4 (1990年12月発行)掲載論文の概要)
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概要
- 論文の詳細を見る
- 社団法人地盤工学会の論文
- 1990-12-25
著者
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荒井 克彦
Department Of Architecture And Civil Engineering Fukui University
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近者 淳史
Tobishima Construction Co. Ltd.
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飯田 貴久男
Toyama Branch of NTT Corporation
関連論文
- PARAMETER ESTIMATION OF UNCONFINED AQUIFER BY MEASURING CHANGE OF GROUNDWATER LEVEL
- A LOWER-BOUND APPROACH TO ACTIVE AND PASSIVE EARTH PRESSURE PROBLEMS
- TWO-DIMENSIONAL CONSOLIDATION BACK-ANALYSIS
- A UNIFIED APPROACH TO TIME EFFECTS IN ANISOTROPICALLY CONSOLIDATED CLAYS
- RELATIONSHIP BETWEEN TIME EFFECTS IN TRIAXIAL TEST AND SECONDARY COMPRESSION
- BACK-ANALYSIS OF DEFORMATION AND MOHR-COULOMB STRENGTH PARAMETERS BASED ON INITIAL STRAIN METHOD
- ACTIVE EARTH PRESSURE FOUNDED ON DISPLACEMENT FIELD
- APPLICATION OF BACK-ANALYSIS TO SEVERAL TEST EMBANKMENTS ON SOFT CLAY DEPOSITS
- 地盤の動的物性定数の逆解析(『土質工学会論文報告集』Vol.30,No.4 (1990年12月発行)掲載論文の概要)
- A SIMPLE BACK-ANALYSIS IN A SEISMIC SUBSOIL CONTEXT
- A NEW LIMIT EQUILIBRIUM ANALYSIS OF SLOPE STABILITY BASED ON LOWER-BOUND THEOREM
- INFLUENCE OF STRENGTH ANISOTROPY ON THE SEARCH FOR CRITICAL NONCIRCULAR SLIP SURFACE
- ESTIMATION OF NONLINEAR CONSTITUTIVE PARAMETERS BASED ON MONITORED MOVEMENT OF SUBSOIL UNDER CONSOLIDATION
- ESTIMATION OF SOIL PARAMETERS BASED ON MONITORED MOVEMENT OF SUBSOIL UNDER CONSOLIDATION
- SIMPLE OPTIMIZATION TECHNIQUES FOR EVALUATING DEFORMATION MODULI FROM FIELD OBSERVATIONS
- DETERMINATION OF NONCIRCULAR SLIP SURFACE GIVING THE MINIMUM FACTOR OF SAFETY IN SLOPE STABILITY ANALYSIS
- LIMIT ANALYSIS OF GEOTECHNICAL PROBLEMS BY APPLYING LOWER-BOUND THEOREM
- DETERMINATION OF NONCIRCULAR SLIP SURFACE GIVING THE MINIMUM FACTOR OF SAFETY IN SLOPE STABILITY ANALYSIS