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
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