首页> 外文会议>Nakase Memorial Symposium on Soft Ground Engineering in Coastal Areas Nov 28, 2002 Yokosuka, Japan >A case history on deformation management of embankment constructed on ultra soft reclaimed land
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A case history on deformation management of embankment constructed on ultra soft reclaimed land

机译:超软填海路堤变形管理案例

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An embankment constructed on an ultra-soft reclaimed land had begun to move after its construction due to the uneven force acting on the both sides of embankment. As urgent countenneasures, the counterweight and water level control were adopted. At the same time, the monitoring using the inclinometer was performed and causes of displacement were investigated. In addition, the criteria continuing the safety filling work was prescribed and utilized at the site. In case the horizontal displacement velocity of 20 mm/day was observed successively 3 days, the filling work was prescribed to stop promptly. By such management of displacement, the filling work was successfully completed.
机译:由于作用在路堤两侧的力不均,在超软填海地上建造的路堤在建造后已经开始移动。作为对策,采用了配重和水位控制。同时,使用测斜仪进行监测并调查了位移的原因。此外,现场还规定并采用了继续进行安全填充工作的标准。如果连续3天观察到水平位移速度为20 mm / day,则要求立即停止填充工作。通过这样的位移管理,填充工作得以成功完成。

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