EXPERIMENTAL STUDY ON EARTH PRESSURE OF RETAINING WALL BY FIELD TESTS

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概要

• 論文の詳細を見る

• The characteristics of the earth pressure acting on a retaining wall are investigated on the basis of the large scale prototype tests in a field. The wall is made of concrete and 10 m in height. The silty sand and the slags are used as the backfill materials. The measured earth pressure at rest and change to the earth pressure in the active and passive states are shown. The influence of displacement of the wall on the magnitude and the distribution of earth pressure in the vertical direction are shown and discussed. The coefficient of earth pressure, the angle of wall friction and the point of application of resultant earth pressure are also examined. Based on the new informations obtained from the tests, the design philosophy of a retaining wall is considered and it is proposed that a general retaining wall should be designed against the earth pressure at rest. Finally the measured earth pressures are compared with the analyzed results by FEM.

• 社団法人地盤工学会の論文
• 1978-09-15

著者

• 八木 英樹

  Rinkai Doboku Co. Ltd. Shiba

• 松尾 稔

  Department of Civil Engineering, Nagoya University

• 剣持 叡

  Engineering Division, Kawasaki Steel Corporation

• 松尾 稔

  Department Of Civil Engineering Nagoya University

• 剣持 叡

  Engineering Division Kawasaki Steel Corporation

関連論文

• 現場実験による擁壁土圧の研究(『土質工学会論文報告集』Vol. 18,No. 3(1978年9月発行)掲載論文の概要)
• EXPERIMENTAL STUDY ON EARTH PRESSURE OF RETAINING WALL BY FIELD TESTS
• STABILITY ANALYSIS OF EARTH STRUCTURES RESISTING EARTHQUAKE
• COUPLING ANALYSES OF LIMITING EQUILIBRIUM STATE FOR NORMALLY CONSOLIDATED AND LIGHTLY OVERCONSOLIDATED SOILS
• EARTHQUAKE DAMAGE AND METHODOLOGY OF DESIGN OF SMALL DIAMETER PIPELINES
• Procedure of Slope Failure Prediction during Rainfall based on the Back Analysis of Actual Case Records(鈴木寿他著本誌28巻3号,1988年9月掲載)
• PROCEDURE OF SLOPE FAILURE PREDICTION DURING RAINFALL BASED ON THE BACK ANALYSIS OF ACTUAL CASE RECORDS
• STUDY ON RELIABILITY-BASED DESIGN OF IMPROVEMENT OF CLAY LAYER BY SAND COMPACTION PILES
• USE OF CHARTS FOR RELIABILITY-BASED DESIGN OF EMBANKMENTS ON SATURATED CLAY LAYER
• THE CONTROL OF STEEL PIPE PILE DRIVING BASED ON RELIABILITY ANALYSIS OF BEARlNG CAPACITY ESTIMATION
• PREDICTION OF FAILURE OF EARTH RETAINING STRUCTURE DURING EXCAVATION WORKS
• A DESIGN METHOD OF DEEP EXCAVATION IN COHESIVE SOIL BASED ON THE RELIABILITY THEORY
• DIAGRAM FOR CONSTRUCTION CONTROL OF EMBANKMENT ON SOFT GROUND
• PREDICTION OF THE PARTIALLY DRAINED BEHAVIOR OF SOFT CLAYS UNDER EMBANKMENT LOADING
• PREDICTION OF THE PARTIALLY DRAINED BEHAVIOR OF SOFT CLAYS UNDER EMBANKMENT LOADING
• EVALUATION OF UNDRAINED STRENGTH OF UNSATURATED SOILS BY PLATE UPLIFT TEST
• Pullout Resistance of Buried Anchor in Sand(多賀谷宏三他著本誌28巻3号1988年掲載)
• EFFECTS OF PLASTICITY AND SAMPLE DISTURBANCE ON STATISTICAL PROPERTIES OF UNDRAINED SHEAR STRENGTH

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