中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2012, Vol. 31 ›› Issue (4): 799-802.DOI: 10.3969/j.issn.1674-0696.2012.04.16

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Research on Dynamic Stress of Subgrade Soil under Vehicle Loads and Its Diffused Rule

Liu Wei1,Tang Lian-sheng2,Zhang Qing-hua1   

  1. 1.Guangzhou Urban Planning & Design Survey Research Institute,Guangzhou 510060,Guangdong,China; 2.Department of Earth Sciences,Sun Yat-sen University,Guangzhou 510275,Guangdong,China
  • Received:2011-12-19 Revised:2012-05-28 Online:2012-08-15 Published:2015-03-12

车辆动载下路基土竖向动应力及扩散规律

刘伟1,汤连生2,张庆华1   

  1. 1. 广州市城市规划勘测设计研究院,广东广州510060; 2. 中山大学地球科学系,广东广州510275
  • 作者简介:刘伟( 1970—) ,男,广东梅州人,高级工程师,硕士,主要从事岩土工程、地质工程方面的研究工作。E-mail:liuwei@gzpi.com.cn.
  • 基金资助:
    国家自然科学基金项目( 50279056) ; 广东省自然科学基金项目( 07003738) ; 广东省科技计划资助项目( 2003C33301, 2004B32801002)

Abstract: It put forward a method to calculate vertical dynamic stress of the subgrade under vehicle loads. Vertical stress of the subgrade soil under moving loads is different from the stress under inmobile loads,which can be described by“speed coefficient” and its value is 0. 105. The dynamic stress on the top of the subgrade caused by the vehicle loads varies from 0 kPa to 16 kPa,and it will decrease as depth increases. When the depth of subgrade soil is more than 8m,the dynamic stress caused by vehicle loads is less than 10 percents of the stress on the top of the subgade soil. As the vehicle loads is bigger,the vertical dynamic stress diffuses slower.

Key words: vehicle loads, subgrade soil, dynamic stress, speed coefficient, diffused rule

摘要: 推导了车辆动载作用下路基土中竖向动应力的求解方法,提出用速度系数来表征车辆动载下路基顶面产生的 竖向动应力与车辆运行速度的关系,并模拟试验确定了速度系数的取值为0.105。原位监测试验表明:车辆动载在 路基顶面产生的竖向动应力值约为0~16kPa,大小与车辆载重及运行速度等因素有关。计算分析了5种类型车辆 动载下路基土中竖向动应力的扩散规律。结果显示:随着深度增加,路基土中的竖向动应力逐渐减小,当路基土的 深度超过8m时,所有类型车辆荷载在路基土中产生的竖向动应力不到路基顶面的10%;车辆载重越大,竖向动应 力扩散速度越慢。

关键词: 车辆动载, 路基土, 动应力, 速度系数, 扩散规律

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