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土基回弹模量合理取值试验研究
引用本文:柳志军 刘春荣 胡朋. 土基回弹模量合理取值试验研究[J]. 重庆交通学院学报, 2006, 25(3): 62-64
作者姓名:柳志军 刘春荣 胡朋
作者单位:中国矿业大学建筑工程学院 江苏徐州221008(柳志军,刘春荣),山东交通学院 山东济南250023(胡朋)
摘    要:针对目前不合理的土基回弹模量取值现状,通过对河南省南阳地区土基回弹模量和弯沉检测指标进行试验测定,得出该地区土基回弹模量分别与回弹弯沉、压实度和稠度之间的相关关系,最后论证地提出重型压实标准下该地区土基设计参数取值,反映了该地区实际取值水平,为公路设计提供科学依据.

关 键 词:土基回弹模量  回弹弯沉  压实度  稠度  压实标准
收稿时间:2005-03-18
修稿时间:2005-05-11

Experimental study on reasonable evaluation of rebound modulus of subgrade
LIU Zhi-jun, LIU Chun-rong, HU Peng. Experimental study on reasonable evaluation of rebound modulus of subgrade[J]. Journal of Chongqing Jiaotong University, 2006, 25(3): 62-64
Authors:LIU Zhi-jun   LIU Chun-rong   HU Peng
Affiliation:1.School of Architecture and Civil Engineering, CUMT, Jiangsu Xuzhou 221008, China; 2. Shah Dong Jiaotong University, Shandong Jinan 250023, China
Abstract:Considering the current status of unreasonably determining rebound modulus of subgrade,the relations between rebound modulus of subgrade and its rebound deflection,compactness and consistency are obtained by experimenting on the rebound modulus and rebound deflection of subgrade in Nanyang zone of Henan province.Finally,the values of subgrade parameters with heavy compaction standard are demonstratively proposed.The study conducted in this paper reflects the actual level and provides a scientific basis for highway designing of the region.
Keywords:rebound modulus of subgrade  rebound deflection  compactness  consistency  compaction standard
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