COMPOSITE REINFORCEMENT FOR REINFORCED SOIL APPLICATIONS
スポンサーリンク
概要
- 論文の詳細を見る
Composite reinforcements achieve the desired performance with a synergetic action from two components. In this paper, development of a composite reinforcement system, made of high tensile steel wire, encased in a cement mortar as a viable system for soil reinforcement applications is proposed. The high tensile steel wire takes care of the tensile strength requirement, whereas the interfacial friction between the backfill and the cement mortar takes care of adequate frictional capacity requirement. Both requirements can be independently controlled, enabling an optimum design of the composite reinforcement from both the considerations for a given situation. The paper presents the development of the technique, behavior and analysis of failure mechanisms of composite reinforcement from pullout test results. The results demonstrate that pullout failure of the composite reinforcement, tensile failure of the steel wire and bond failure arising from the proportioning of cement mortar mix needs to be considered in the analysis.
- 社団法人地盤工学会の論文
- 2003-04-15
著者
-
Sridharan A.
Dept. Of Civil Engg. Indian Institute Of Science
-
Sridharan A.
Department Of Civil And Hydraulic Engineering Indian Institute Of Science
-
Kishore Babu
Department Of Civil Engineering Indian Institute Of Science
-
Sivakumar Babu
Department Of Civil Engineering Indian Institute Of Science
関連論文
- 機械基礎設計のためのアナログ解(『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)
- トロピカルソイルの圧縮性に及ぼす物理化学的影響(『土質工学会論文報告集』Vol.32,No.4 (1992年12月発行)掲載論文の概要)
- PHYSICO-CHEMICAL EFFECT ON COMPRESSIBILITY OF TROPICAL SOILS
- PREDICTION OF UNDRAINED STRENGTH OF OVERCONSOLIDATED CLAYS
- ANALOG SOLUTIONS FOR DESIGN OF MACHINE FOUNDATIONS
- SHEAR STRENGTH CHARACTERISTICS OF SATURATED MONTMORILLONITE AND KAOLINITE CLAYS
- COMPACTION BEHAVIOUR AND PREDICTION OF ITS CHARACTERISTICS OF FINE GRAINED SOILS WITH PARTICULAR REFERENCE TO COMPACTION ENERGY
- EFFECT OF FLY ASH ON THE INDEX PROPERTIES OF BLACK COTTON SOIL
- INTERPRETATION OF OEDOMETER TEST DATA FOR NATURAL CLAYS
- COMPOSITE REINFORCEMENT FOR REINFORCED SOIL APPLICATIONS