ANALYTICAL STUDY OF ACTIVE AND PASSIVE GROUND ANCHORS
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概要
- 論文の詳細を見る
Anchor has been successively used as an in-situ soil reinforcement for more than two decades. The design of anchors is traditionally performed based only on its pull-out capacity, which ignores the interface interaction between anchor and soil due to relative displacement. This paper provides the analytical solutions based on the linear elastic-perfectly plastic model for the interface between the anchor and soil. The derived analytical solutions include the case of soil movements along the anchor axis and the case of soil movements normal to the anchor axis. It shows that the anchor pull-out behavior is only a special case of the general solution for the anchor subjected to the soil movement along its axis. The parametric study for both actively loaded and passively loaded anchor has been extensively carried out, which provides insights into the interface interaction between the anchor and soil and general guidelines in design of an anchor system.
- 社団法人地盤工学会の論文
- 1998-09-15
著者
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Liang R
Professor Of Civil Engineering Center For Infrastructure Materials And Rehabilitation University Of
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LIANG ROBERT
Professor of Civil Engineering, Center for Infrastructure Materials and Rehabilitation, University o
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FENG Y.X.
Research Associate, ditto.
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VITTON S.J.
Assistant Professor, Department of Civil Engineering, Michigan Technological University, Houghton, M
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LEE SUCKHONG
Senior Research Engineer, Hyundai Institute of Construction Technology, Korea. Manuscript was receiv
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Vitton S.j.
Assistant Professor Department Of Civil Engineering Michigan Technological University Houghton Mi 49
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Lee Suckhong
Senior Research Engineer Hyundai Institute Of Construction Technology Korea. Manuscript Was Received
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Feng Y.x.
Research Associate Ditto.
関連論文
- DEVELOPMENT AND APPLICATION OF ANCHOR-SOIL INTERFACE MODELS
- DISPLACEMENT-BASED STABILITY ANALYSIS FOR ANCHOR REINFORCED SLOPE
- ANALYTICAL STUDY OF ACTIVE AND PASSIVE GROUND ANCHORS
- STABILITY ANALYSIS OF DRILLED SHAFTS REINFORCED SLOPE
- NUMERICAL STUDY OF SOIL ARCHING MECHANISM IN DRILLED SHAFTS FOR SLOPE STABILIZATION