摘要
针对在建的以色列阿什杜德港主防波堤延伸工程在施工中存在的抛石工程量大、波浪条件差等困难,在对施工组织进行细化的基础上,通过二维和三维物理模型试验确定施工期块石稳定极限波高,合理安排施工工序,进行越冬防护结构的设计与实施。通过二维波浪模拟预报对施工进度进行动态管控,确保工程的顺利实施,为类似海况条件下的深水防波堤施工提供借鉴。
To solve the problems such as large quantity of rock dumping and bad wave condition in the main breakwater extension construction of Hadarom Port at Ashdod,Israel,we carried out the 2 D & 3 D physical model tests,based on which,we determine the wave condition limit for different layers of rocks,optimize the construction schedule, design and implement the winter protection structure. We also carried out dynamic control of the construction schedule based on the 2 D wave simulation prediction to ensure successful implementation of the project and meanwhile provide reference for the deep-water breakwater construction under similar wave condition.
引文
[1]孙子宇,谢世楞,田俊峰,等.离岸深水港建设关键技术[J].中国港湾建设,2010,30(S1):1-11.
[2]滕爱国,熊韬,彭晟,等.新扩建以色列阿什杜德港(ASHDOD)施工关键技术[J].水运工程, 2018(3):213-220.
[3]吴遵奇,陶然.强浪条件下振冲碎石桩施工工艺[J].水运工程,2017(4):190-194.
[4]乐砾,刁伟,陶然,等.顶升平台在强涌浪海域深水防波堤地基处理中的应用[J].中国港湾建设,2017,37(11):82-86.
[5]柳玉良,王海峰,卢燕.波浪周期对防波堤护面块体稳定性影响的试验分析[J].海岸工程,2012,31(3):9-14.
[6]赵丽萍,冯卫兵,曹海锦.Ashdod港风浪特性研究[J].水道港口,2017,38(5):470-476.
[7]杨会利,许磊磊,陈汉宝.涌浪对防波堤稳定性影响的试验研究[J].水运工程,2016(4):78-82.
[8]封有德,冯先导.以色列Ashdod港水文波浪特性及防波堤临时防护研究[J].水道港口,2017,38(4):357-360.
[9]曹兵,靳克,周加杰.印尼Adipala防波堤施工期波浪与堤头防护分析[J].水运工程,2014(1):188-191+196.