OBSERVATIONAL PROCEDURE OF SETTLEMENT PREDICTION
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概要
- 論文の詳細を見る
The use of analytical solution of consolidation equation for settlement prediction is not always effective since such conditions as an initial distribution of excess pore water pressure, drain length, final vertical strain of soils and the coefficient of consolidation are sometimes quite uncertain in practical engineering problems. For this reason, an observational settlement prediction is freshly presented. First, the linear ordinary differential equation derived is demonstrated to give a settlement-time relationship. After that, by using the difference form of the equation (an autoregressive equation), observational procedure of settlement prediction is proposed. Two kinds of practical methods are presented. One is a graphical method, the advantage of which is its simplicity. The other is the method based on the Bayesian inference of the non stationary stochastic process, which can give a predictive probability distribution of future settlement and then also provide a preliminary theory for reliability-based design of settlement problems.The proposed methodology is demonstrated to be also applicable for some other special problems including settlement due to drainage from sand piles.
- 社団法人地盤工学会の論文
- 1978-12-15
著者
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浅岡 顕
Department of Civil Engineering, Nagoya University
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浅岡 顕
Department Of Civil And Geotechnical Engineering Nagoya University
関連論文
- AN ELASTO-PLASTIC DESCRIPTION OF TWO DISTINCT VOLUME CHANGE MECHANISMS OF SOILS
- SIMULATION OF SHEAR AND ONE-DIMENSIONAL COMPRESSION BEHAVIOR OF NATURALLY DEPOSITED CLAYS BY SUPER/SUBLOADING YIELD SURFACE CAM-CLAY MODEL
- MODEL TESTS AND THEORETICAL ANALYSIS OF REINFORCED SOIL SLOPES WITH FACING PANELS
- UNDRAINED SHEAR STRENGTH OF CLAY IMPROVED WITH SAND COMPACTION PILES
- SEEPAGE FAILURE EXPERIMENTS AND THEIR ANALYSES OF LOOSE AND MEDIUM DENSE SANDS
- ELASTO-PLASTIC BEHAVIOR OF NATURALLY DEPOSITED CLAY DURING/AFTER SAMPLING
- SUPERLOADING YIELD SURFACE CONCEPT FOR HIGHLY STRUCTURED SOIL BEHAVIOR
- 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
- 軟弱地盤上の盛土の信頼性設計
- 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