Pavement Analysis and Design
. 2
nd
ed., Englewood Cliffs, NJ:
Prentice Hall.
Irwin, L. H. (2002). Backcalculation: An Overview and Perspective. In Pavement
Evaluation Conference, Roanoke, Virginia, USA.
Janoo, V. and Shepherd, K. (2000). Seasonal Variation of Moisture and Subsurface
Layer Moduli.
Transportation Research Record: Journal of the Transportation Research
Board
, No. 1709(1), pp. 98-107.
58
Janoo, V. C. and Berg, R. L. (1990). Thaw Weakening of Pavement Structures in
Seasonal Frost Areas.
Transportation Research Record: Journal of the Transportation
Research Board
, No. 1286, pp. 217-233.
Jong, D. T., Bosscher, P. J.and Benson, C. H. (1998). Field Assessment of Changes in
Pavement Moduli Caused by Freezing and Thawing.
Transportation Research
Record: Journal of the Transportation Research Board
, No. 1615, pp. 41-48.
Karasahin, M., Dawson, A. R. and Holden, J. T. (1993). Applicability of Resilient
Constitutive Models of Granular Material for Unbound Base Layers.
Transportation Research Record: Journal of the Transportation Research Board
, No.1406,
pp. 98-107.
Ke, L., Nazarian, S., Abdallah, I. and Yuan. D. (2000).
A Sensitivity Study of Parameters
Involved in Design with Seismic Moduli
. Research Report 1780-2. Center for
Highway Materials Research, University of Texas at El Paso, USA.
Khogali, W. E., Anderson, K. O., Gan, J. K. and Fredlund, D. G. (1991). Installation
and Monitoring of Thermal Conductivity Suction Sensors in a Fine-Grained
Subgrade Soil Subjected to Seasonal Frost.
Road and Airport Pavement Response
Monitoring Systems
, (ASCE), pp. 153-167.
Khoury, N. N. and Zaman, M. M. (2004). Correlation between Resilient Modulus,
Moisture Variation, and Soil Suction for Subgrade Soils.
Transportation Research
Record: Journal of the Transportation Research Board
, No. 1874(1), pp. 99-107.
Kolisoja, P. (1997).
Resilient Deformation Characteristics of Granular Materials
. Ph.D. thesis,
Tampere University Technology, Tampere, Finland.
Korkiala-Tanttu, L. (2005). A New Material Model for Permanent Deformations in
Pavements. In: Proceedings of the 7
th
international conference on bearing
capacity of roads and airfields, BCRRA ’05, Trondheim, Norway.
Laloui, L., Charlier, R., Chazallon, C., Erlingsson, S., Hornych, P., Pavsic, P. and Srsen,
M. (2009). Water Influence on Mechanical Behaviour of Pavements:
Constitutive Modelling, In: A. Dawson (ed.),
Water in Road Structures - Movement,
Drainage and Effects
, Springer, pp. 193-216.
Lekarp, F., Isacsson, U. and Dawson, A. (2000). State of the Art. I: Resilient Response
of Unbound Aggregates.
Journal of Transportation Engineering
, 126(1), pp. 66-75.
Lekarp, F., Isacsson, U. and Dawson, A. (2000). State of the art. II: Permanent Strain
Response of Unbound Aggregates.
Journal of Transportation Engineering
, 126(1),
pp. 76-83.
Li, D. and Selig, E. T. (1994). Resilient Modulus for Fine-Grained Subgrade Soils.
Journal of Geotechnical Engineering
, 120(6), pp. 939-957.
59
Li, D. and Selig, E. T. (1996). Cumulative Plastic Deformation for Fine-Grained
Subgrade Soils.
Journal of Geotechnical Engineering
, 122(12), pp. 1006-1013.
Li, T. and Baus, R. L. (2005). Nonlinear Parameters for Granular Base Materials from
Plate Tests.
Dostları ilə paylaş: |