深圳河二期治理工程的工程地质状况不允许采用传统的分级护岸结构形式。
In secondary regularization engineering of Shenzhen River the traditional structure form of bank-protection cannot be adopted because of its engineering geological situations.
齿坎式护岸结构是一种新型挡墙结构，但目前齿坎式挡墙缺乏理论设计规范。
The riverbank protection structure with notched sill is a new type of retaining wall structure, but there is not yet theoretical design standard.
衡重式结构、带卸荷板的重力式结构及齿坎式挡土墙是护岸结构中的常用结构型式。
Equilibrium-weigh, unloading-board retaining wall and the tenon retaining wall can often be adopted.
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