Experimental Study of Dynamic Resilient Modulus of Cohesive Soils in Henan

Yu Peng Wang; Liang Zhou

doi:10.4028/www.scientific.net/AMR.971-973.2092

Paper Titles

Computer Simulation Technology in Architectural Design Applications
p.2076

Connection Force Determination between Crop Roots and Soil
p.2080

Design of Green Cabling System
p.2084

Experimental Research on Schoolyard Domestic Sewage by MBR
p.2088

Experimental Study of Dynamic Resilient Modulus of Cohesive Soils in Henan
p.2092

Introduction to Economic Practicability High-Rise Building Water Supply and Drainage Design
p.2096

Investigation into Recognition and Evaluation of Outside-Class Spaces among Teaching Buildings in Universities
p.2099

Mathematical Modeling is Occupied Lane Road Access to the City 's Ability to Influence when the Accident
p.2107

Measurement Technology in the Application of the Housing Construction
p.2111

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 971-973Experimental Study of Dynamic Resilient Modulus of...

Experimental Study of Dynamic Resilient Modulus of Cohesive Soils in Henan

Abstract:

Subgrade soil is very important materials to support highways. Resilient modulus (M_R) has been used for characterizing stress-strain behavior of base or subbase subjected to repeated traffic loadings. Several methods to estimate the resilient modulus were suggested in the past years. The main objective of this study was to test the resilient modulus in the laboratory. The Subgrade soil was selected in Henan province. Resilient modulus tests were conducted with UTM. Additional analysis was performed to discuss the factors of the test results.

You might also be interested in these eBooks

New Technologies for Engineering Research and Design in Industry

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 971-973)

Pages:

2092-2095

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.971-973.2092

Citation:

Cite this paper

Online since:

June 2014

Authors:

Yu Peng Wang*, Liang Zhou

Keywords:

Cohesive Soils, Degree of Compaction, Dynamic Resilient Modulus, Moisture Content, Stress Conditions, UTM

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] E. I. K. Walaa. Assessing seasonal variations in cohesive subgrade soils. Doctoral Thesis, Dept. of Civil Engineering, University of Alberta. (1995).

Google Scholar

[2] L.N. Mohammad, B. Huang, A. Puppala, and A. Alen. A Regression Model for Resilient Modules of Subgrade Soils, 78th Annual Meeting of the Transportation Research Board, Washington D.C. (1999).

DOI: 10.3141/1687-06

Google Scholar