本文選題：防波堤　切入點：帶減壓倒L型胸墻的斜坡堤　出處：《水運工程》2014年04期 　論文類型：期刊論文

【摘要】：在水深較大的海域,傳統(tǒng)的斜坡式防波堤結(jié)構(gòu)形式因其斷面較大使得造價大幅上升。研究成果和工程實例表明:帶減壓倒L型胸墻的斜坡堤可以優(yōu)化傳統(tǒng)防波堤設(shè)計形式,在保證工程安全性和滿足使用要求的同時,可以較好地降低工程造價。結(jié)合工程案例,對斜坡式防波堤結(jié)構(gòu)優(yōu)化設(shè)計進行研究和探討,供類似工程參考。
[Abstract]:In the deep sea area, the cost of the traditional sloping breakwater structure is greatly increased because of its large section. The research results and engineering examples show that the slope breakwater with decompression inverted L-type chest wall can optimize the design form of the traditional breakwater. In order to ensure the safety of the project and meet the requirements of application, the project cost can be reduced better. Combined with the engineering case, the optimum design of the slope breakwater structure is studied and discussed for the reference of similar projects.
【作者單位】： 中交水運規(guī)劃設(shè)計院有限公司;中電投國際礦業(yè)投資有限公司;
【分類號】：U656.2

【參考文獻】

相關(guān)期刊論文 前2條

1 王美茹;;深水防波堤設(shè)計方法初探[J];港工技術(shù);2010年03期

2 牛恩宗;王sポ，

本文編號：1624608