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采用双悬臂板桩刚架墙做防冲淤海堤的探讨
引用本文:宋力和,何云民. 采用双悬臂板桩刚架墙做防冲淤海堤的探讨[J]. 北方交通, 2008, 0(4): 147-150
作者姓名:宋力和  何云民
作者单位:1. 鞍山市公路工程质量安全监督处,鞍山,114001
2. 辽宁省高速公路管理局大连管理处,大连,116000
摘    要:在防冲淤海堤的双悬臂板桩刚架墙的计算中,由于引入了能较好考虑土性状差异的P-Y曲线,新型结构又有很好发挥桩、土整体作用的能力,因而它在承受侧向荷载、适应浅海水文地质环境、保特良好的工作状况、易于施工等方面具有同类近岸建筑物所没有的优点.

关 键 词:双悬臂板桩刚架墙  侧向荷载  土整体作用  P-Y曲线  差分  
文章编号:1673-6052(2008)04-0147-03

Approach to Taking Double Cantilever Plate Pile Rigid-Frame Wall as Sea Embankment for Preventing Scour and Deposition
SONG Li-he and others. Approach to Taking Double Cantilever Plate Pile Rigid-Frame Wall as Sea Embankment for Preventing Scour and Deposition[J]. , 2008, 0(4): 147-150
Authors:SONG Li-he and others
Affiliation:SONG Li-he and others
Abstract:In calculation of double cantilever Plate pile rigid-frame wall for preventing the scour and deposition,thanks to citing the P-Y curve being capalbe of better thinking out the difference of soil character and better playing the integral role of pile with soil,thus this kind of new-type structure possesses the merits which the similar building close to coast hasn't in bearing the lateral load,suiting the environment of hydrological geology with shallow seawater,keeping a good working state as well as being easy to construct etc.
Keywords:Double cantilever plate pile rigid-frame  Lateral load  Integral role of pile with soil P-Y curve  Difference  Pile
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