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Protection dam, the construction method of protection embankment, and a method of designing a protective dike

机译:防护坝,防护堤的施工方法和防护堤的设计方法

摘要

PROBLEM TO BE SOLVED: To provide a protective bank designed in consideration of the degree of the damage thereof when the protective bank receives impact, a method of designing a protective bank capable of designing a protective bank having a strength according to the application in consideration of the degree of the damage thereof when the protective bank receives impact, and a method of constructing a protective bank capable of constructing a protective bank having a strength according to the application in consideration of the degree of the damage thereof when the protective bank receives impact.;SOLUTION: In this method of designing a protective bank, a maximum displacement amount δfmax expected to occur on one slope side of the protective bank when the protective bank receives impact from the other slope side is calculated, and the protective bank is designed so that the maximum displacement amount δfmax is equal to or below an allowable displacement amount δa or below which is preset as a displacement amount allowed by the protective bank. Also provided are the method of constructing a protective bank using the design method and a protective bank constructed by the construction method.;COPYRIGHT: (C)2012,JPO&INPIT
机译:解决的问题:为了提供一种考虑到保护堤受到冲击时的损坏程度而设计的保护堤,一种设计保护堤的方法能够设计出能够根据应用考虑强度的保护堤。考虑到保护堤受到冲击时的损坏程度,构造保护堤的方法以及能够构造出具有根据应用的强度的保护堤的保护堤的方法,所述保护堤能够根据应用来构造强度。 ;解决方案:在这种设计保护堤的方法中,计算了当保护堤受到来自另一斜坡侧的冲击时预期在保护堤的一个斜坡侧上发生的最大位移量δfmax,并且设计了保护堤。使得最大位移量δfmax等于或低于容许位移量δa或低于此值预设为保护堤允许的位移量。还提供了使用设计方法构造保护堤的方法和通过该构造方法构造的保护堤。;版权所有:(C)2012,JPO&INPIT

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