| 塑料排水板处理软基侧向变形规律及预测模型 |
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| 引用本文： | 陈继彬, 赵其华, 彭社琴, 廖景高. 2014: 塑料排水板处理软基侧向变形规律及预测模型. 工程地质学报, 22(2): 218-225. |
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| 作者姓名： | 陈继彬 赵其华 彭社琴 廖景高 |
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| 作者单位： | 1.地质灾害防治与地质环境保护国家重点实验室 成都理工大学环境与土木工程学院 成都 610059 |
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| 基金项目： | 国家重点基础研究发展计划(2011CB013501);长江学者和创新团队发展计划(IRT0812)资助 |
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| 摘 要： | 探讨西南地区软土路基经塑料排水板方式处理后，路基侧向变形的规律。基于四川省遂资高速公路软土路基沉降变形监测的数据，对土体侧向变形随深度、侧向变形随时间的变化规律进行统计分析，并根据其变化特征，分别提出相应的预测模型。研究表明：（1）在路堤填筑过程中侧向水平位移近地表处（0.15～0.3倍软基厚度）侧向位移变化剧烈；（2）侧向水平位移随时间存在3种变化关系：填筑前期为ym=SD，路堤填筑从临界填筑高度到设计填筑高度的过程为ym=0.15SD，填筑完成后为ym=0.3SD。最大侧向水平位移随时间大致呈S形曲线分布；（3）根据侧向水平位移随深度变化特点、侧向水平位移随时间变化特点，分别提出y（z）=ae-z（bsinz+ccosz）、y（t）=a/（1+e（b-ctr））模型进行预测，预测结果与实测数据较为吻合。
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| 关 键 词： | 软土路基 塑料排水板 侧向变形规律 S形曲线 预测模型 |
| 收稿时间： | 2013-07-06 |
| 修稿时间： | 2014-02-18 |
LATERAL DEFORMATION LAW OF SOFT SOIL SUBGRADE TREATED BY PLASTIC DRAINAGE PLATE AND FORECASTING MODEL |
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| CHEN Jibin, ZHAO Qihua, PENG Sheqin, LIAO Jinggao. 2014: LATERAL DEFORMATION LAW OF SOFT SOIL SUBGRADE TREATED BY PLASTIC DRAINAGE PLATE AND FORECASTING MODEL. JOURNAL OF ENGINEERING GEOLOGY, 22(2): 218-225. |
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| Authors: | CHEN Jibin ZHAO Qihua PENG Sheqin LIAO Jinggao |
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| Affiliation: | 1.State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu 610059 |
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| Abstract: | This paper decides the discipline of soft soil subgrade lateral deformation after the approach of plastic drainage plate in the southwest area. Based on the project of expressway from Suining to Ziyang in Sichuan Province, we sort out the typical observation data of monitoring sections deformation. We analyze the variation law of lateral deformation from the angle of time and depth. Meanwhile we propose the forecasting model according to the characteristic of deformation. The results indicate that the following.(1)During the process of filling, the lateral deformation near the ground surface alters violently. (2)The lateral deformation distributes three variation laws: during the filling stage, the relationship between the lateral deformation and time is ym=SD. The height from the critical filling to the design process, the relationship is ym=0.15SD. In the consolidation stage, it is ym=0.3SD. The maximum lateral deformation is distributed as S-shape with time. The maximum deformation position does not change. (3)We propose and predicte the y(z)=ae-z(bsinz+ccosz)、y(t)=a/(1+e(b-ctr)) curve according to the variation law of lateral horizontal deformation from the angle of depth and time. The result indicates that the predicted life matches the real data. |
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| Keywords: | Soft soil subgrade Plastic drainage plate Characteristic of lateral deformation S-shape curve Forecasting model |
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