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路堤下河滩相软土地基不均匀沉降分析
引用本文:杜秦文,王晓谋,王会芳.路堤下河滩相软土地基不均匀沉降分析[J].岩土力学,2006,27(12):2265-2268.
作者姓名:杜秦文  王晓谋  王会芳
作者单位:1. 长安大学 特殊地区公路工程教育部重点实验室,西安 710064;2. 陕西路桥集团有限公司,西安 710065
摘    要:通过对河南焦作至巩义黄河公路大桥连接线工程持续两年多的观测,获得了有关数据两万多个。利用这些观测数据,引入路堤断面中点和两侧坡脚地基表面3点沉降的方差这一统计学指标,详细分析了地质结构,填筑速率、填筑高度以及硬壳层等因素对软基不均匀沉降的影响,得到了一些有意义的结论。这些结论对于加深软基不均匀沉降规律的研究具有积极意义。

关 键 词:软土地基  不均匀沉降  现场试验  
文章编号:1000-7598-(2006)12-2265-05
收稿时间:2005-03-07
修稿时间:2005-03-07

Analysis of asymmetry settlement of alluvial flat soft clay subgrade under embankment
DU Qin-wen,WANG Xiao-mou,WANG Hui-fang.Analysis of asymmetry settlement of alluvial flat soft clay subgrade under embankment[J].Rock and Soil Mechanics,2006,27(12):2265-2268.
Authors:DU Qin-wen  WANG Xiao-mou  WANG Hui-fang
Institution:1. Key Leboratory for Special Area Highway Engineering of Ministry of Education, Chang’an University, Xi’an 710064, China; 2. Shaanxi Road & Bridge Co., Ltd, Xi’an 710065, China
Abstract:More than two thousands data were obtained by the observations posted to the projects of Jiaozuo-Gongyi Yellow River bridge joint road. Variance index of the settlements of soft clay subgrade was inducted to analyze the asymmetry settlement rules under the influence of depth of fill, fill speed, geologic types of soft clay etc. Some conclusions were drawn; and these can be used in the research of soft clay.
Keywords:soft clay foundation  asymmetry settlement  field test
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