| 高填土结构基础稳定、路面沉降的计算及测试结果分析 |
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| 引用本文： | 徐坚,王继光.高填土结构基础稳定、路面沉降的计算及测试结果分析[J].连云港职业技术学院学报,2002,15(2):52-56. |
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| 作者姓名： | 徐坚 王继光 |
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| 作者单位： | 连云港市水利局,江苏,连云港,222004 |
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| 摘 要： | 通过对某桥台高路堤工程勘察及历时一年的原位动态变形监测，重点阐述了粘性土直接修筑高路堤结构的变形特征、历时规律和变形稳定性，提出粘性土高路堤工后3年自身变形尚未完全稳定的结论。
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| 关 键 词： | 高填土结构 基础稳定 路面沉降 计算 粘性土高路堤 工程勘察 原位测试 变形稳定性 路基结构 |
| 文章编号： | 1009-4318(2002)02-0052-05 |
| 修稿时间： | 2002年2月17日 |
Computation of Base Stabilization and Roadbed Subsidence on High Earth Fill Structure as well as Test Result Analysis |
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| XU Jian ,WANG Ji-guang.Computation of Base Stabilization and Roadbed Subsidence on High Earth Fill Structure as well as Test Result Analysis[J].Journal of Lianyungang Technical College,2002,15(2):52-56. |
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| Authors: | XU Jian WANG Ji-guang |
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| Institution: | XU Jian 1,WANG Ji-guang 2 |
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| Abstract: | Through survey of a butment's high embankment project and one-year monitoring of dynamicdeformation on site, the paper expands deformation figures, duration rules and deformation stability of the cohesive soil directly used to construct high embankment structure and draws a conclusion that auto deformation of high embankment structure by cohesive soil is not stable enough three years later. |
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| Keywords: | high embankment structure by cohesive soil project survey test on site deformation stability |
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