Monitoring the construction of a large-diameter caisson in sand

被引:35
|
作者
Royston, Ronan [1 ,2 ]
Sheil, Brian B. [2 ]
Byrne, Byron W. [3 ,4 ]
机构
[1] Ward & Burke Construct Ltd, Bourne End, England
[2] Univ Oxford, Dept Engn Sci, Oxford, England
[3] Univ Oxford, Dept Engn Sci, Adv Geotech Design, Oxford, England
[4] Univ Oxford, Dept Engn Sci, Engn Sci, Oxford, England
关键词
cofferdams & caissons; excavation; field testing & monitoring; SINKING;
D O I
10.1680/jgeen.19.00266
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Large-diameter open caissons are a widely used construction solution for deep foundations, underground storage and attenuation tanks, pumping stations, and launch and reception shafts for tunnel boring machines. The sinking phase presents a number of challenges during construction, including maintaining caisson verticality, controlling the rate of sinking and minimising soil resistance through the use of lubricating fluids. This paper describes the instrumentation and monitoring of a large-diameter caisson on a UK construction site. The caisson was instrumented for the measurement of settlement and tilt, soil-structure interaction contact stresses and structural performance. A key objective for the monitoring project was to provide real-time feedback to the site engineering team to inform the construction process. The monitored data revealed the occurrence of complex soil-structure interactions during sinking that are not readily captured by existing prescriptive design approaches. This case history provides valuable information for the development of an improved basis for design as well as an important frame of reference for future monitoring projects.
引用
收藏
页码:323 / 339
页数:17
相关论文
共 50 条
  • [1] SUPPORT LARGE-DIAMETER VALVE IN SAND FOR INSTALLATION
    WAGNER, R
    POWER, 1984, 128 (05) : 155 - 155
  • [2] Analysis of Microtremor Exploration Application and Construction Monitoring in a Large-Diameter Shield Tunnel
    Wang, Zhe
    Sheng, Jianchao
    Wang, Rui
    Li, Xibin
    Xiao, Yuanjie
    Yi, Zihao
    APPLIED SCIENCES-BASEL, 2023, 13 (01):
  • [3] Lateral load response of large-diameter monopiles in sand
    Hu, Qian
    Han, Fei
    Prezzi, Monica
    Salgado, Rodrigo
    Zhao, Minghua
    GEOTECHNIQUE, 2022, 72 (12): : 1035 - 1050
  • [4] Research on Engineering Characteristics of Negative Friction Resistance for Large-diameter Caisson Pile
    Wei Jihong
    Fu Weibin
    Shang Zheng
    Yue Ling
    PROGRESS IN CIVIL ENGINEERING, PTS 1-4, 2012, 170-173 : 814 - 818
  • [5] CONSTRUCTION OF "LARGE DIAMETER HAND DUG CAISSON" IN DOWNTOWN OF SINGAPORE
    Ng, Sze Tat
    Wada, Akira
    Wakabayashi, Sei
    PROCEEDINGS OF THE 7TH INTERNATIONAL CONFERENCE ON TALL BUILDINGS, 2010, : 835 - 845
  • [6] Discussion on lateral load response of large-diameter monopiles in sand
    Hu, Qian
    Han, Fei
    Prezzi, Monica
    Salgado, Rodrigo
    Zhao, Minghua
    Wang, H.
    Lehane, B. M.
    Bransby, M. F.
    Askarinejad, A.
    Wang, L. Z.
    GEOTECHNIQUE, 2024,
  • [7] Nonlinear lateral response of offshore large-diameter monopile in sand
    Sun, Yilong
    Xu, Chengshun
    Du, Xiuli
    El Naggar, M. Hesham
    Zhang, Xiaoling
    Jia, Junbo
    OCEAN ENGINEERING, 2020, 216
  • [8] Mechanized construction of fabricated arches for large-diameter tunnels
    Wang, Qi
    Qin, Qian
    Jiang, Bei
    Xu, Shuo
    Zeng, Zhaonan
    Luan, Yingcheng
    Liu, Bohong
    Zhang, Haojie
    AUTOMATION IN CONSTRUCTION, 2021, 124
  • [9] SMALL-VS LARGE-DIAMETER MONITORING WELLS
    RINALDOLEE, MB
    GROUND WATER MONITORING AND REMEDIATION, 1983, 3 (01): : 72 - 75
  • [10] Evaluation of p-y Approaches for Large-Diameter Monopiles in Sand
    Thieken, Klaus
    Achmus, Martin
    Lemke, Katrin
    Terceros, Mauricio
    INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING, 2015, 25 (02) : 134 - 144