| 交通荷载作用下公路路基工作区深度研究 |
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| 引用本文： | 卢正,王长柏,付建军,詹永祥.交通荷载作用下公路路基工作区深度研究[J].岩土力学,2013,34(2):316-321. |
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| 作者姓名： | 卢正 王长柏 付建军 詹永祥 |
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| 作者单位： | 1.中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室，武汉 430071； 2.安徽理工大学 土木建筑学院，安徽 淮南 232001；3.中国水电顾问集团中南勘察设计研究院，长沙 410014 |
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| 基金项目： | 国家自然科学基金（No. 51209201，No. 51279198）；武汉市青年科技晨光计划项目（No. 201150431070）；西部交通建设科技项目 （No. 2011318493720，No. 20113184931700，No. 2011318775680）。 |
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| 摘 要： | 根据路面不平整实测资料，获得了汽车动荷载的计算模型和参数，并利用此荷载模式来分析公路结构的动力响应。考虑到公路结构的三维分层性状，利用Fourier变换技术和求解层状结构的精确刚度矩阵法，研究了公路结构在移动汽车荷载作用下的动力响应问题。为了方便工程应用，利用Odemark厚度和模量的当量转换公式，将公路结构简化为由路面、路基及地基组成的3层体系，并以此为基础分析了路基动应力的衰减规律，同时重点研究了汽车轴载大小、当量路面厚度及路基模量对路基工作区深度的影响，最后建议了路基工作区深度的定量表达式，研究结果可为公路路基设计提供参考。
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| 关 键 词： | 影响深度 汽车荷载 精确刚度矩阵法 动力响应 路面不平整 公路工程设计 |
| 收稿时间： | 2011-11-09 |
Research on influence depth of road subgrade induced by vehicle loads |
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| LU Zheng,WANG Chang-bo,FU Jian-jun,ZHAN Yong-xiang.Research on influence depth of road subgrade induced by vehicle loads[J].Rock and Soil Mechanics,2013,34(2):316-321. |
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| Authors: | LU Zheng WANG Chang-bo FU Jian-jun ZHAN Yong-xiang |
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| Institution: | 1.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 2. Department of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan, Anhui 232001, China; 3. Mid-South Design and Research Institute, China Hydropower Engineering Consulting Group Co., Changsha 410014, China |
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| Abstract: | Based on the field test data of pavement roughness, the computational parameters of vehicle loads are derived, and they are used to calculate the dynamic responses of road structures. By regarding the road structures as a three-dimensional multi-layered system, the dynamic responses and the influence depth of the road subgrade induced by the moving vehicle load are studied. The governing equations of motion are solved by employing the Fourier transform technique; and the theoretical solutions of the vertical stress of subgrade are deduced with the exact stiffness matrix method. A simplified three-layer structure composed of pavement, subgrade and half-space ground is obtained by employing the method of Odemark equivalent hypothesis of thickness-modulus. Then, the distribution of vertical stress and the influence depth of road subgrade are derived. The influence of different parameters such as load amplitude, equivalent pavement thickness and the subgrade modulus on the influence depth are carefully discussed; and the formulas of subgrade influence depth induced by vehicle loads are further derived. The method developed herein may be used as a preliminary reference in road engineering design. |
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| Keywords: | influence depth vehicle load exact stiffness matrix method dynamic response pavement roughness road engineering design |
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