In secondary regularization engineering of Shenzhen River the traditional structure form of bank-protection cannot be adopted because of its engineering geological situations.
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。
Structure through strict design and calculation, the security, stability, the cross section form, used for bank slope, embankment and subgrade protection project.
该结构经严格设计计算，形成安全、稳定的断面形式，用于岸坡、堤防、路基等防护工程。
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