Reducing differential settlements of approach embankments

S. Shen, Z. Hong, Yeshuang Xu
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引用次数: 7

Abstract

This paper presents a case history of an approach road remediation project on a low embankment over soft Ariake clay, located in the coastal Saga Plain of Japan. After the road had been opened to traffic for two-and-a-half years, large settlements were observed, and there was significant differential settlement between piled structures and approach road embankments on soft clay. This differential settlement had a significant impact on vehicle ride quality, and necessitated a remediation programme. In the remediation project, a new method called the column approach (CA) method was adopted to support a transitional zone at the interfaces of piled structures and road embankment. With the CA method a transitional zone was designed at these interfaces to be supported by soil-cement columns of varying lengths to smooth out the settlement profile within these zones. Field monitoring was conducted following completion of remediation. The CA method was also compared with two other Japanese code-designated methods:...
减少临近路堤的差异沉降
本文介绍了在日本佐贺平原沿海有明粘土上的低路堤上的道路修复项目的案例历史。在道路通车两年半后,观察到较大的沉降,并且在软粘土上的桩结构和道路路堤之间存在显着的沉降差异。这种不同的沉降对车辆行驶质量产生了重大影响,需要采取补救措施。在修复工程中,采用了一种新的方法——柱法(CA),在桩结构与路堤界面处支撑过渡区。用CA法在这些界面处设计了一个过渡区,由不同长度的水泥土柱支撑,以平滑这些区域内的沉降剖面。修复工作完成后进行了现场监测。还比较了另外两种日本代码指定方法:…
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