Resilient Modulus Behavior Estimated from Aggregate Source Properties-Reference-Cited by-同舟云学术

Resilient Modulus Behavior Estimated from Aggregate Source Properties

Published:2011-03-11 Issue: Volume: Page:
ISSN:
Container-title:Geo-Frontiers 2011
language:
Short-container-title:

Author:

Xiao Yuanjie,Tutumluer Erol,Siekmeier John

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/41165%28397%29495

Reference5 articles.

1. Pan T. Tutumluer E. and Anochie-Boateng J. (2006). "Aggregate Morphology Affecting Resilient Behavior of Unbound Granular Materials " In Transportation Research Record 1952 TRB National Research Council Washington D.C. pp. 12-20.

2. Puppala A.J. (2008). "Estimating Stiffness of Subgrade and Unbound Materials for Pavement Design " NCHRP Synthesis 382 TRB National Research Council Washington D.C. 2008.

3. Tutumluer E. Rao C. and Stefanski J.A. (2000). "Video Image Analysis of Aggregates " Final Project Report FHWA-IL-UI-278 Civil Engineering Studies UILU-ENG-2000-2015 University of Illinois Urbana IL.

4. Aggregate Morphology Affecting Strength and Permanent Deformation Behavior of Unbound Aggregate Materials

Cited by 11 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. Reliability and risk analysis for overlay designing of flexible pavements;Innovative Infrastructure Solutions;2024-03-06

2. Estimation of Resilient Modulus Constitutive Model Parameters for Unbound Coarse Materials for MEPDG;Journal of Transportation Engineering, Part B: Pavements;2022-09

3. Assessment of Laboratory and Field Compaction of Dense Graded Aggregate Bases (DGAB);Lecture Notes in Civil Engineering;2022

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

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