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METHOD FOR CONSTRUCTING A MECHANICALLY STABILIZED EARTHEN EMBANKMENT USING SEMI-EXTENSIBLE STEEL SOIL REINFORCEMENTS

机译:半延性钢土加固构造机械稳定的Earthen路堤的方法

摘要

A method for constructing a mechanically stabilized earthen embankment has the steps of constructing a wall facing element, and determining a plane of maximum force and a zone of maximum force in the earthen embankment to be formed. A plurality of elongate soil reinforcement elements are bent to form semi-extensible bent segments, but such that proximal and distal portions remain substantially straight and inextensible. The elongate soil reinforcement elements are positioned such that the semi-extensible region is within the zone of maximum force, and the proximal ends are connected to the wall facing element. Fill soil is added to build the earthen embankment, and the process is repeated until the earthen embankment is formed.
机译:一种用于构造机械稳定的土堤的方法具有以下步骤:构造壁面元件,并确定要形成的土堤中的最大力的平面和最大力的区域。多个细长的土壤增强元件被弯曲以形成半延伸的弯曲段,但是使得近端和远端部分保持基本笔直且不可延伸。细长的土壤增强元件被定位成使得半可扩展区域在最大力的区域内,并且近端连接到面向壁的元件。添加填充土以建造土堤,并重复该过程,直到土堤形成为止。

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