Prediction of the Partially Drained Behavior of Soft Clays under Embankment Loading(浅岡顕,中野正樹,松尾稔著,本誌Vol.32,No.1,1992年3月掲載)

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概要

• 論文の詳細を見る
• 土質工学会の論文

著者

• 浅岡 顕

  Department Of Civil And Geotechnical Engineering Nagoya University

関連論文

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• MODEL TESTS AND THEORETICAL ANALYSIS OF REINFORCED SOIL SLOPES WITH FACING PANELS
• UNDRAINED SHEAR STRENGTH OF CLAY IMPROVED WITH SAND COMPACTION PILES
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• COUPLING ANALYSES OF LIMITING EQUILIBRIUM STATE FOR NORMALLY CONSOLIDATED AND LIGHTLY OVERCONSOLIDATED SOILS
• BEARING CAPACITY ANALYSIS OF A NORMALLY CONSOLIDATED CLAY FOUNDATION
• Editor in Chief, Soils and Foundations
• Prediction of the Partially Drained Behavior of Soft Clays under Embankment Loading(浅岡顕,中野正樹,松尾稔著,本誌Vol.32,No.1,1992年3月掲載)
• OBSERVATIONAL PROCEDURE OF SETTLEMENT PREDICTION
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• 正規圧密粘土地盤の盛土荷重による圧密沈下の解析と予測
• ANALYSIS AND PREDICTION OF CONSOLIDATION SETTLEMENT OF NORMALLY CONSOLIDATED CLAY FOUNDATION UNDER EMBANKMENT LOADING
• DISPLACEMENT/TRACTION BOUNDARY CONDITIONS REPRESENTED BY CONSTRAINT CONDITIONS ON VELOCITY FIELD OF SOIL
• PROGRESSIVE CONSOLIDATION SETTLEMENT OF NATURALLY DEPOSITED CLAYEY SOIL UNDER EMBANKMENT LOADING
• EFFECTS OF CHANGES IN GEOMETRY ON THE LINEAR ELASTIC CONSOLIDATION DEFORMATION
• MASS PERMEABILITY CONCEPT IN THE ANALYSIS OF TREATED GROUND WITH SAND DRAINS
• SOIL-WATER COUPLED BEHAVIOR OF HEAVILY OVERCONSOLIDATED CLAY NEAR/AT CRITICAL STATE
• ANNEALABLE BEHAVIOUR OF SATURATED CLAY : AN EXPERIMENT AND SIMULATION
• IMPERFECTION-SENSITIVE BIFURCATION OF CAM-CLAY UNDER PLANE STRAIN COMPRESSION WITH UNDRAINED BOUNDARIES
• PREDICTION OF THE PARTIALLY DRAINED BEHAVIOR OF SOFT CLAYS UNDER EMBANKMENT LOADING
• PREDICTION OF THE PARTIALLY DRAINED BEHAVIOR OF SOFT CLAYS UNDER EMBANKMENT LOADING

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