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CONSTRUCTION OF SUPPORTING CONSTRUCTION REINFORCED SOIL WITHOUT THE USE OF TEMPORARY OR PERMANENT SUPPORTING ACTS
CONSTRUCTION OF SUPPORTING CONSTRUCTION REINFORCED SOIL WITHOUT THE USE OF TEMPORARY OR PERMANENT SUPPORTING ACTS
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机译：在不使用临时或永久养护措施的情况下，建造支持建筑加固的土壤
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摘要
the construction of the structure of reinforced soil without the use of temporary or permanent support measures to implement the construction of reinforced soil with an inclination of 45 degrees to 90 degrees breu017eine. a design of reinforced soil consists of an arbitrary number of 10 cm to 50 cm thick layers kompaktiranega zasipnega material (d), which are placed on the bottom layer geosintetika (c).this is at the forefront of the backing structure wrapped around a predefined volume of material of greater stiffness (b). after the end of the backing structure of reinforced soil (figure 5), the front wall of the zabetonira concrete coating (h) which is anchored in reinforced soil layers through the anchor (s). anchor consists of a curved armaturnih bars affixed to the anchor bar (e1) and (e2).a curved reinforcing bars (e1) serve as spacers for attaching notes (g) and vertical rebar in concrete coating.
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