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- W2360016056 abstract "Study on mechanical characteristics of rocks under prestressed anchorage cables pier based on the half-space theory of the elasticity.The distribution law of stress and displacement of rocks under anchored pier were obtained,and its expression was given.The results obtained by numerical simulation are consistent well with theoretical calculation.The results show that a compressive zone which approximately ellipsoidal is formed on the surface of rockmass during the tensile process.And the displacement contour appears as U shape.The stress and displacement of rocks under pier decrease hyperbolic to 0 with increasing degree of depth.Between two piers,non-stressed zone is formed on surface.Tendon spacing was determinated based on the thickness of prestressed-wall.The non-stressed and weaken-stressed zones between anchorage cables were reinforced by cable bolt." @default.
- W2360016056 created "2016-06-24" @default.
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- W2360016056 date "2008-01-01" @default.
- W2360016056 modified "2023-09-27" @default.
- W2360016056 title "Response Characteristics of Rocks Mass and Soil to Prestressed Anchorage Cables" @default.
- W2360016056 hasPublicationYear "2008" @default.
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