波浪作用下石笼稳定性的试验研究  

Stability Experimental Study of Gabion under Wave Action

作　　者：陈培波[1] 孙昭晨[1] 王德昊 

机构地区：[1]大连理工大学海岸和近海工程国家重点实验室,辽宁大连116024 [2]大连格宾金属复合材料有限公司,辽宁大连116024

出　　处：《港工技术》2015年第6期23-26,共4页Port Engineering Technology

基　　金：创新研究群体科学基金资助项目(51221961)

摘　　要：通过物理模型试验,研究了波浪作用下石笼护面块体的稳定性问题,探讨了石笼结构失稳的原因,提出提高波浪作用下石笼稳定的措施。同时分析了相同工况下石笼护面块体与四脚空心方块、四角锥体、扭王字块稳定重量的对比。完善了石笼结构在实际工程应用中的理论。A series of physical model experiments have been made to study the stability of gabion armor blocks under wave action, find the causes for destabilization of gabion structure, and put forward the measures to stabilize the gabions impacted by wave. Meanwhile, the stabilizing weight of gabion armor block has been compared with that of four-pin hollow square, pyramid block and accropode under same work condition. The analysis results are used to improve the theory of applying gabion structure.

关 键 词：石笼 模型试验 失稳 稳定重量 

分 类 号：U656.109[交通运输工程—港口、海岸及近海工程]