Investigation of Impact of Moisture Variation on Response of Pavements through Small-Scale Models-Reference-Cited by-同舟云学术

Investigation of Impact of Moisture Variation on Response of Pavements through Small-Scale Models

Published:2009-10 Issue:10 Volume:21 Page:553-560
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Amiri Hassan¹²³,Nazarian Soheil¹²³,Fernando Emmanuel¹²³

Affiliation:

1. Project Engineer, MACTEC Engineering and Consulting, Inc., 12104 Indian Creek Court, Suite A, Beltsville, MD 20705.

2. Director of Center for Transportation Infrastructure Systems, Univ. of Texas at El Paso, 500 West University Avenue, El Paso, TX 79968-0516 (corresponding author).

3. Research Engineer, Materials and Pavement Division, Texas Transportation Institute, Texas A&M Univ. System, College Station, TX 77843-313.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282009%2921%3A10%28553%29

Reference9 articles.

1. Amiri H. (2004). “Impact of moisture variation in stiffness response of pavements through small-scale models.” MS thesis Univ. of Texas El Paso.

2. Baker M. R. Crain K. and Nazarian S. (1995). “Determination of pavement thickness with a new ultrasonic device.” Rep. No . 1966–1 Center for Highway Materials Research Univ. of Texas El Paso.

3. Fernando E. G. Oh J. Estakhri C. and Nazarian S. (2007). “Verification of load-thickness design curves in modified triaxial design method.” Rep. No . 4519–1 Texas Transportation Institute College Station Tex.

4. Freitag D. R. (1965). “A dimensional analysis of the performance of pneumatic tires on soft soils.” Ph.D. thesis Auburn Univ. Auburn Ala.

5. Small-Scale Accelerated Pavement Testing

Cited by 10 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. Estimating the resilient modulus of subgrade materials using visual inspection;TRANSPORTES;2022-12-14

2. Resilient Modulus Prediction of Laterite Soils Under Variable Moisture Levels Using Fuzzy Logic Model;Transportation Infrastructure Geotechnology;2021-08-04

3. Performance assessment of pavement structure using dynamics cone penetrometer (DCP);International Journal of Pavement Research and Technology;2020-04-29

4. Initial Research on Mechanical Response of Unbound Granular Material under Static Load with Various Moisture Content;IOP Conference Series: Materials Science and Engineering;2019-02-23

5. Predictive modelling of the MR of subgrade cohesive soils incorporating CPT-related parameters through a soft-computing approach;Road Materials and Pavement Design;2018-10-06