The Analysis of the Thickness of the Layers Influence on Graded Broken Stone Stress State-Reference-Cited by-同舟云学术

The Analysis of the Thickness of the Layers Influence on Graded Broken Stone Stress State

Published:2014-07 Issue: Volume:587-589 Page:952-955
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Ma Shi Jie¹,Wang Xiao Yan²,Hu Zong Wen²

Affiliation:

1. Southeast University

2. Key Laboratory for Expressway Maintenance Technology Ministry of Transport, PRC

Abstract

Graded broken stone has good road performance and it gradually began to adopt in strengthening the domestic old road or the new road design, because it is the repose of aggregate materials ,can effectively prevent the occurrence of reflection cracking and has good bearing capacity. Graded broken stone material has obvious stress dependent characteristics and the stress strain curve is nonlinear variation. Stress state and its place in the structure of pavement layer, layer thickness and modulus of the structure are directly related. Therefore, the paper has analyzed the thickness of each layer in the design of reinforcement structure impacting on the grading macadam stress state.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.587-589.952.pdf

Reference5 articles.

1. Ruibo Ren. With a flexible base of semi-rigid asphalt pavement structure of high grade highway research [R]. Harbin industrial university postdoctoral research report，2003, 10. (in Chinese).

2. Adu-Osei, A., Little, D.N., and Lytton, R.L., Cross-Anisotropic Characterization Of Unbound Granular Materials, 80th Annual Meeting of Transportation Research Board (CD-ROM), (2001).

3. Houyu Wang. Heavyload asphalt pavement structural three-dimensional nonlinear numerical analysis and engineering optimization [D]. Chongqing: Chongqing University, 2001. (in Chinese).

4. Yangxian Huang. Pavement Analysis and Design [M]. Beijing: people's traffic press, 1998. (in Chinese).

5. Qingtian Ling. Flexible pavement structure nonlinear analysis research [D]. Shanghai: Tong JI university, 1995. (in Chinese).

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Research on Design Indicators for Graded Crushed Stone Mixture Based on Vibration Molding Method;Advances in Materials Science and Engineering;2020-10-10

2. Simple prediction model for plastic deformation of graded crushed stone base for flexible pavement;Materials and Structures;2020-03-12

3. Establishment of control standard for plastic deformation performance of graded crushed stone;Construction and Building Materials;2019-06