Harmonized resilient modulus test method for unbound pavement materials

被引:35
作者
Dragos, A
Witczak, MW
Schwartz, CW
Uzan, J
机构
[1] Fugro Consultants LP, Austin, TX 78754 USA
[2] Arizona State Univ, Dept Civil & Environm Engn, Tempe, AZ 85287 USA
[3] Univ Maryland, Dept Civil & Environm Engn, College Pk, MD 20742 USA
[4] Technion Israel Inst Technol, Transportat Res Inst, IL-32000 Haifa, Israel
来源
GEOLOGY AND PROPERTIES OF EARTH MATERIALS 2004 | 2004年 / 1874期
关键词
D O I
10.3141/1874-04
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A new laboratory test protocol for the measurement of resilient modulus of unbound pavement materials is described. This harmonized protocol combines the best features from four state-of-the-art resilient modulus test procedures in current use. The harmonized procedure most closely follows the recommended protocol proposed in NCHRP Project 1-28, Appendix E, with some exceptions. The main modifications deal with revised and more rational stress sequences and a more accurate stress-dependent resilient modulus predictive equation. Thirteen different predictive models and 25 sets of resilient modulus test data were evaluated as the basis for the recommended predictive equation.
引用
收藏
页码:29 / 37
页数:9
相关论文
共 13 条
[1]  
*AASHTO, 1986, AASHTO GUID DES PAV
[2]  
Andrei D, 1999, THESIS U MARYLAND CO
[3]  
BARKSALE RD, 1997, 128 NCHRP TRB NAT RE
[4]  
FIGUEROA JL, 1980, TRANSPORT RES REC, V766, P5
[5]  
Hicks R G, 1971, Hwy. Res. Rec, V345, P15
[6]  
LYTTON RL, 1993, A357 SHRP NAT RES CO
[7]  
RADA G, 1981, TRANSPORT RES REC, V810, P23
[8]  
Santha BL., 1994, TRANSPORT RES REC, V1462, P79
[9]  
SCHWARTZ CW, 2001, 10 INT C COMP METH A, P1385
[10]  
SHOOK JF, 1982, 5 INT C STRUCT DES A