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CASE STUDY: TIED-BACK RETENSION~(TM), AN INNOVATIVE DESIGN FOR A 50-FOOT HIGH RETAINING WALL

机译:案例研究:捆绑退役〜(TM),为50英尺高挡土墙的创新设计

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When a design was needed for a 50-foot tall retaining wall, the solution was achieved using the Retension~(TM) system, a precast concrete fascia with an attached precast concrete box. The box serves as a form for a cast-in-place concrete column. The wall was founded on a cast-in-place footing bearing on competent rock. Reinforced concrete was placed into the "form" made by the precast box. Two-rock anchors cast into the column stabilized the resulting pillar. Above the rock line, galvanized tie strips were added to the back of the fascia and connected to discrete metal reinforcing strips in a granular backfill matrix similar to a Reinforced Earth wall. Advantages of the system to the contractor were cost savings due to the precast fascia units with precast "forms" attached, small footings and little backfill. This system is ideally suited for retaining walls in a rock-cut where only tied-back columns are needed, or partial rock-cut where tied-back columns are used in the lower strata and reinforcing strips in a granular backfill are added in the upper layer with no change in appearance to the fascia.
机译:当为50英尺高的挡土墙需要设计时,使用RETONATION〜(TM)系统实现溶液,该系统具有预制混凝土筋膜,带有连接的预制混凝土盒。盒子用作浇注混凝土柱的形式。墙壁建立在主管岩石上的铸造脚踏板上。钢筋混凝土被置于预制盒中的“形式”中。铸造成柱的双岩石锚固稳定为所得到的柱子。在岩石线上,将镀锌的扎带添加到筋膜的背面,并以类似于加强地球壁的粒状回填基质中的离散金属增强条连接。由于具有预制“形式”附着,小型基础和少量回填,因此系统对承包商的优点是节省成本。该系统非常适合于在岩石切割中保持墙壁,其中仅需要捆绑柱,或者在粒状回填中使用捆绑柱中使用捆绑柱的部分岩石切割,并且在粒状回填中加入粒度筋膜没有变化的层。

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