| 内河航道齿坎式护岸结构分析及应用 |
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| 引用本文： | 陈妙福,褚明生.内河航道齿坎式护岸结构分析及应用[J].水道港口,2006,27(6):368-372. |
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| 作者姓名： | 陈妙福 褚明生 |
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| 作者单位： | 浙江省港航管理局,杭州,310005 |
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| 摘 要： | 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。在进行抗滑稳定性计算时仍按照无齿坎结构进行计算,把齿坎当成安全储备,造成断面设计的浪费。通过对齿坎式护岸结构的有限元计算,得出比较经济的护岸断面结构型式。
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| 关 键 词： | 内河航道 齿坎 护岸结构 有限元 |
| 文章编号： | 1005-8443（2006）06-0368-05 |
| 收稿时间： | 2006-09-21 |
| 修稿时间： | 2006-10-09 |
Analysis and application of riverbank protection structure with notched sill in inland waterway |
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| CHEN Miao-fu,CHU Ming-sheng.Analysis and application of riverbank protection structure with notched sill in inland waterway[J].Journal of Waterway and Harbour,2006,27(6):368-372. |
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| Authors: | CHEN Miao-fu CHU Ming-sheng |
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| Institution: | Harbor and Waterway Administration Bureau of Zhejiang Province, Hangzhou 310005, China |
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| Abstract: | The riverbank protection structure with notched sill is a new type of retaining wall structure,but there is not yet theoretical design standard.The anti-slippery stabilization computation of tooth-ridge structure is always deferred to the no notched sill rules.The notched sill is just regarded as the margin of the safety,which leads to the waste of the structure.Based on the finite element calculation of the tooth-ridge structure,the economical structure pattern for riverbank protection is obtained. |
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| Keywords: | inland waterway notched sill riverbank protection structure finite element |
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