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WANG Wei, XU Kai, WANG Hai-long, LI Lu-lu. Application of real-time monitoring technology to foundation settlement of sloping breakwaters in construction[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(s1): 85-90. DOI: 10.11779/CJGE2017S1017
Citation: WANG Wei, XU Kai, WANG Hai-long, LI Lu-lu. Application of real-time monitoring technology to foundation settlement of sloping breakwaters in construction[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(s1): 85-90. DOI: 10.11779/CJGE2017S1017

Application of real-time monitoring technology to foundation settlement of sloping breakwaters in construction

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  • Received Date: November 27, 2016
  • Published Date: November 19, 2017
  • In recent years, China's port construction exhibits the development trend of large scale and deep water, and many ports are not the same type of seawall construction. Riprap construction of sloping breakwaters in open waters endures many complex factors from the external environment. Especially, coastal regions have distribution of deep and soft soil layers. With the increase in riprap amount and breakwater size, the real-time monitoring of settlement deformation is critical to control construction speed and project quality. According to the project situation and the characteristics of GPS technique, a real-time monitoring method for foundation settlement of sloping breakwater is proposed, including manufacture, laying and observation of subsidence monitoring equipments. The application of engineering example shows that the proposed method is suitable for the complex environment of riprap construction, and the settlement monitoring information can provide reliable basis for adjusting the intensity of riprap so as to ensure the safety of sloping breakwaters.
  • [1]
    韩理安. 港口水工建筑物[M]. 北京: 人民交通出版社, 2008. (HAN Li-an. Harbor engineering structure[M]. Beijing: China Communication Press, 2008. (in Chinese))
    [2]
    陈 勇. 爆破挤淤法处理某防波堤工程的长期沉降规律分析[J]. 港口技术, 2013, 50(2): 58-60. (CHEN Yong. Analysis of long-term settlement rule on breakwater project treated by blasting compaction[J]. Port Engineering Technology, 2013, 50(2): 58-60. (in Chinese))
    [3]
    戴 鹏, 李 鑫. 斜坡式防波堤中抛石施工工艺及质量控制[J]. 中国水运, 2014, 14(7): 314-315. (DAI Peng, LI Xin. Construction technology and quality control for sloping breakwater[J]. China Water Transport, 2014, 14(7): 314-315. (in Chinese))
    [4]
    苏 冰. 某深水防波堤施工中的预留沉降控制[J]. 建材与装饰, 2015(12): 292-293. (SU Bing. Settlement reservation control in construction of a deepwater breakwater[J]. Construction Materials & Decoration, 2015(12): 292-293. (in Chinese))
    [5]
    董昌周, 黄 甫, 段贻民. GPS在工程测量中的应用[J]. 浙江科技学院学报, 2004, 16(1): 14-16. (DONG Chang-zhou, HUANG Fu, DUAN Yi-min. Application of GPS in engineering survey[J]. Journal of Zhejiang University of Science and Technology, 2004, 16(1): 14-16. (in Chinese))
    [6]
    章红平, 温宇斌, 张志勇, 等. 静态GPS测量与RTK测量实例分析[J]. 测绘通报, 2006(1): 28-31. (ZHANG Hong-ping, WEN Yu-bin, ZHANG Zhi-yong, et al. Analysis of examples of GPS static surveying and RTK surveying[J]. Bulletin of Surveying and Mapping, 2006(1): 28-31. (in Chinese))
    [7]
    李益恒. GPS定位系统在隧道施工控制测量中的应用[J]. 广东交通职业技术学院学报, 2006, 5(3): 45-47. (LI Yi-heng. Application of GPS orientation system in the survey construction of tunnels[J]. Journal of Guang Dong Communications Polytechnic, 2006, 5(3): 45-47. (in Chinese))
    [8]
    李征航. GPS定位技术在变形监测中的应用[J].全球定位系统, 2001, 26(2): 18-25. (LI Zheng-hang. GPS technology in the application of deformation monitoring[J]. Gnss World of China, 2001, 26(2): 18-25. (in Chinese))

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