Study of relationship between critical height and humidity of subgrade based on dynamic deformation control method

LU Zheng; YAO Hai-lin; HU Meng-ling; CHEN Ping

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Study of relationship between critical height and humidity of subgrade based on dynamic deformation control method

更新时间：2026-06-25

- Study of relationship between critical height and humidity of subgrade based on dynamic deformation control method
- Vol. 35, Issue 1, (2014)
- 作者机构：
  
  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. 西安科技大学建筑与土木工程学院,西安,710054
  3. 河南省电力勘测设计院,郑州,450007
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU432
- Online First：14 January 2014，
  
  Published：2014
- 稿件说明：
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LU Zheng, YAO Hai-lin, HU Meng-ling, et al. Study of relationship between critical height and humidity of subgrade based on dynamic deformation control method[J]. 2014, 35(1).
DOI：

LU Zheng, YAO Hai-lin, HU Meng-ling, et al. Study of relationship between critical height and humidity of subgrade based on dynamic deformation control method[J]. 2014, 35(1). DOI：

摘要

从力学角度出发，以路基在长期交通荷载作用下不至于变形过大为主要目的，利用动变形控制法，针对路基高度与湿度的相互关系进行了研究。首先，通过室内试验获得了路基土体回弹模量与湿度及压实度的定量关系式；同时基于层状公路结构动力响应解及路基、路面协调变形原理，获得了路基顶面动变形控制标准。结合试验结果和路基顶面动变形控制标准，建立了路基湿度、压实度与路基高度之间的联系。最后，以两种典型沥青混凝土公路结构为例，编制程序进行了数值计算，分析了满足动变形条件下的路基临界高度随路基湿度、压实度的变化规律。结果表明：路基临界高度随着路基湿度的增加而增大。路基湿度低于最优含水率时，路基临界高度随路基湿度和压实度的变化均较小；路基湿度高于最优含水率时，路基临界高度迅速增大，且压实度对临界高度的影响也变得十分显著。研究结果为路基高度和湿度的合理取值提供了新的思路。

Abstract

In order to control the deformation of subgrade under long-term traffic load

the dynamic deformation control method is employed to study the relationship between the critical height and the humidity of subgrade from the viewpoint of mechanics. Firstly

a quantitative formula of resilient modulus

humidity and compactness is obtained according to the result of laboratory resilient modulus test. Then

combining the solutions of dynamic response of the multilayered subgrade structures and the principal of compatibility of deformation between pavement and subgrade

the allowable value of dynamic deformation of subgrade top is derived. Based on the quantitative formula and the control standard of dynamic deformation of subgrade top

the relationships among the critical height

humidity and the compactness are built up. Finally

numerical results are obtained by taking two typical asphalt pavement structures for example. It is shown that

the critical height of subgrade increases with the increasing humidity. Both of the subgrade humidity and the compactness have little effect on the critical height of subgrade when the subgrade humidity is less than the optimum water content. However

when the subgrade humidity is more than the optimum water content

the critical height of subgrade increases sharply with the increasing humidity; and the effect of the compactness on the critical height becomes significant. The results provide a new idea for reasonable value of the subgrade height and humidity.

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