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岩堆路基沉降稳定性及处治方法的离心模型试验研究
引用本文:杨锡武,赵明阶,王昌贤.岩堆路基沉降稳定性及处治方法的离心模型试验研究[J].重庆交通大学学报(自然科学版),2009,28(2):236-240,322.
作者姓名:杨锡武  赵明阶  王昌贤
作者单位:1. 重庆交通大学,土木建筑学院,重庆,400074
2. 重庆交通大学,河海学院,重庆,400074
摘    要:岩堆路基是山区公路建设中遇到的特殊路基形式。根据云南水(富)—麻(柳湾)高速公路岩堆路基条件,通过离心模型试验研究了不同土石组成、不同容重、不同厚度的岩堆路基沉降变化规律和影响因素,提出了用片石换填、加筋土换填、稳定土换填减小岩堆路基沉降的措施;测试了三种换填处治措施减小岩堆路基沉降的效果,得出了稳定土换填和片石换填对减小岩堆沉降效果较好的结论。研究成果对岩堆路基沉降稳定性分析和减小沉降的合理处治措施有重要参考价值。

关 键 词:岩堆  路基  沉降  处治  离心模型

Experimental Study on the Sedimentation Stability and Its Treatment for Cliff Debris Subgrade by Centrifuge Model Test
YANG Xi-wu,ZHAO Ming-jie,WANG Chang-xian.Experimental Study on the Sedimentation Stability and Its Treatment for Cliff Debris Subgrade by Centrifuge Model Test[J].Journal of Chongqing Jiaotong University,2009,28(2):236-240,322.
Authors:YANG Xi-wu  ZHAO Ming-jie  WANG Chang-xian
Institution:1.School of civil Engineering & Architecture;Chongqing Jiaotong University;Chongqing 400074;China;2.School of River & Ocean;China
Abstract:The cliff debris subgrade is a special type of subgrade in mountainous highway construction.Based on the cliff debris subgrade conditions of Shui-ma Highway(from Shuifu to Maliu Bay) in Yunna Province,the rule and the influence factors of sedimentation change of rock subgrade settlement which is of different ratio of soil and rock,of different density,and of different thickness are studied by centrifuge model test.According to the centrifuge model test results,three methods of reducing cliff debris subgrade...
Keywords:cliff debris  subgrade  sedimentation  treatment  centrifuge model test  
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