-
1
-
-
76149115527
-
Mechanistic-empirical modeling in network-level pavement management
-
Transportation Research Board of the National Academies, Washington, D.C.
-
Schram, S. A., and M. A. Abdelrahman. Mechanistic-Empirical Modeling in Network-Level Pavement Management. In Transportation Research Record: Journal of the Transportation Research Board, No. 2093, Transportation Research Board of the National Academies, Washington, D.C., 2009, pp. 76-83.
-
(2009)
Transportation Research Record: Journal of the Transportation Research Board, No. 2093
, pp. 76-83
-
-
Schram, S.A.1
Abdelrahman, M.A.2
-
5
-
-
17444431967
-
-
ARA, Inc., ERES Consultants Division, Transportation Research Board of the National Academies, Washington, D.C.
-
ARA, Inc., ERES Consultants Division. Guide for Mechanistic- Empirical Design of New and Rehabilitated Pavement Structures. Final report, NCHRP Project 1-37A, Transportation Research Board of the National Academies, Washington, D.C., 2004. http://www.trb.org/ mepdg/guide.htm.
-
(2004)
Guide for Mechanistic- Empirical Design of New and Rehabilitated Pavement Structures. Final Report, NCHRP Project 1-37A
-
-
-
6
-
-
84871074041
-
-
Nebraska Department of Roads, Lincoln, Jan.
-
Pavement Condition Survey Manual. Nebraska Department of Roads, Lincoln, Jan. 2003.
-
(2003)
Pavement Condition Survey Manual
-
-
-
8
-
-
33751429427
-
Improving prediction accuracy in mechanistic-empirical pavement design
-
Transportation Research Board of the National Academies, Washington, D.C.
-
Schram, S., and M. Abdelrahman. Improving Prediction Accuracy in Mechanistic-Empirical Pavement Design. In Transportation Research Record: Journal of the Transportation Research Board, No. 1947, Transportation Research Board of the National Academies, Washington, D.C., 2005, pp. 59-68.
-
(2005)
Transportation Research Record: Journal of the Transportation Research Board, No. 1947
, pp. 59-68
-
-
Schram, S.1
Abdelrahman, M.2
-
9
-
-
33644798714
-
-
Development of the 2002 Guide for the Design of New and Rehabilitated Pavement Structures. NCHRP Project 1-37A. Inter Team Technical Report, Sept.
-
Kaloush, K. E., and M. W. Witczak. Development of a Permanent to Elastic Strain Ratio Model for Asphalt Mixtures. Development of the 2002 Guide for the Design of New and Rehabilitated Pavement Structures. NCHRP Project 1-37A. Inter Team Technical Report, Sept. 2000.
-
(2000)
Development of A Permanent to Elastic Strain Ratio Model for Asphalt Mixtures
-
-
Kaloush, K.E.1
Witczak, M.W.2
-
10
-
-
0004098111
-
-
(2nd ed.). Prentice Hall, Englewood Cliffs, N.J.
-
Huang, Y. H. Pavement Analysis and Design (2nd ed.). Prentice Hall, Englewood Cliffs, N.J., 2004.
-
(2004)
Pavement Analysis and Design
-
-
Huang, Y.H.1
-
11
-
-
0003793272
-
-
Development of the 2002 Guide for the Design of New and Rehabilitated Pavement Structures. NCHRP 1-37A. Interim Team Technical Report. Department of Civil Engineering, University of Maryland, College Park
-
Andrei, D., M. Witczak, and M. Mirza. Development of Revised Predictive Model for the Dynamic (Complex) Modulus of Asphalt Mixtures. Development of the 2002 Guide for the Design of New and Rehabilitated Pavement Structures. NCHRP 1-37A. Interim Team Technical Report. Department of Civil Engineering, University of Maryland, College Park, 1999.
-
(1999)
Development of Revised Predictive Model for the Dynamic (Complex) Modulus of Asphalt Mixtures
-
-
Andrei, D.1
Witczak, M.2
Mirza, M.3
-
12
-
-
85086150658
-
-
ASTM, West Conshohocken, Pa.
-
Tseng, K., and R. Lytton. ASTM Special Technical Publication 1016: Prediction of Permanent Deformation in Flexible Pavement Materials: Implication of Aggregates in the Design, Construction, and Performance of Flexible Pavements. ASTM, West Conshohocken, Pa., pp. 154-172, 1989.
-
(1989)
ASTM Special Technical Publication 1016: Prediction of Permanent Deformation in Flexible Pavement Materials: Implication of Aggregates in the Design, Construction, and Performance of Flexible Pavements
, pp. 154-172
-
-
Tseng, K.1
Lytton, R.2
-
13
-
-
85173166678
-
-
Development of the 2002 Guide for the Design of New and Rehabilitated Pavement Structures NCHRP 1-37A. Inter Team Technical Report
-
Ayres, M., Jr. Unbound Material Rut Model Modification. Development of the 2002 Guide for the Design of New and Rehabilitated Pavement Structures. NCHRP 1-37A. Inter Team Technical Report, 2002.
-
(2002)
Unbound Material Rut Model Modification
-
-
Ayres Jr., M.1
-
14
-
-
84891471751
-
Appendix GG-1: Calibration of permanent deformation models for flexible pavements
-
Final report, NCHRP Project 1-37A, Washington, D.C. Accessed Sept. 2004
-
Witczak, M. W., and M. M. El-Basyouny. Appendix GG-1: Calibration of Permanent Deformation Models for Flexible Pavements. In Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures. Final report, NCHRP Project 1-37A. Transportation Research Board of the National Academies, Washington, D.C., 2004. http://www. trb.org/mepdg/guide.htm. Accessed Sept. 2004.
-
(2004)
Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures
-
-
Witczak, M.W.1
El-Basyouny, M.M.2
-
16
-
-
85172844185
-
Estimation of present serviceability index from international roughness index
-
TRB National Research Council, Washington, D.C.
-
Hall, K. T., and C. E. Correa Munoz. Estimation of Present Serviceability Index from International Roughness Index. In Transportation Research Record: Journal of the Transportation Research Board, No. 1655, TRB, National Research Council, Washington, D.C., 1999, pp. 93-99.
-
(1999)
Transportation Research Record: Journal of the Transportation Research Board, No. 1655
, pp. 93-99
-
-
Hall, K.T.1
Munoz, C.E.C.2
|