-
2
-
-
0042274203
-
-
T-255-92, Washington, D.C.
-
American Association of State Highway and Transportation Officials (AASHTO). (1992). "Total moisture content of aggregate by drying." T-255-92, Washington, D.C., 622-623.
-
(1992)
Total Moisture Content of Aggregate by Drying
, pp. 622-623
-
-
-
5
-
-
0042775275
-
-
T-88-93, Washington, D.C.
-
American Association of State Highway and Transportation Officials (AASHTO). (1996b). "Particle size analysis of soils." T-88-93, Washington, D.C., 262-272.
-
(1996)
Particle Size Analysis of Soils
, pp. 262-272
-
-
-
7
-
-
0040819831
-
The use of dynamic cone penetrometer (DCP) for road strengthening design in Norway
-
Ese, Dag, Myre, Jostein, Noss, Per Magne, and Vaernes, Einar. (1994). "The use of dynamic cone penetrometer (DCP) for road strengthening design in Norway." Proc., Int. Conf. on Bearing Capacity of Rd. and Airfield, 3-22.
-
(1994)
Proc., Int. Conf. on Bearing Capacity of Rd. and Airfield
, pp. 3-22
-
-
Ese, D.1
Myre, J.2
Noss, P.M.3
Vaernes, E.4
-
8
-
-
0343475247
-
Computations of traffic stresses in a simple road structure
-
Fox, L. (1948). "Computations of traffic stresses in a simple road structure." Proc., 2nd Int. Conf. on Soil Mech. and Found. Engrg., Vol. 2, 236-246.
-
(1948)
Proc., 2nd Int. Conf. on Soil Mech. and Found. Engrg.
, vol.2
, pp. 236-246
-
-
Fox, L.1
-
9
-
-
0023560148
-
Correlation between California bearing ratio and dynamic cone penetrometer strength measurement of soils
-
Harison, I. R. (1987). "Correlation between California bearing ratio and dynamic cone penetrometer strength measurement of soils." Proc., Instn. Civ. Engrs., London, Part 2, 83.
-
(1987)
Proc., Instn. Civ. Engrs., London
, Issue.PART 2
, pp. 83
-
-
Harison, I.R.1
-
11
-
-
0024914868
-
Validation of correlations between a number of penetration tests and in situ California bearing ratio tests
-
Transportation Research Board, Washington, D.C.
-
Livneh, M. (1987). "Validation of correlations between a number of penetration tests and in situ California bearing ratio tests." Transp. Res. Rec. 1219, Transportation Research Board, Washington, D.C.
-
(1987)
Transp. Res. Rec.
, vol.1219
-
-
Livneh, M.1
-
12
-
-
0026995336
-
Automated DCP device versus manual DCP device
-
Livneh, M., Ishai, I., and Livneh, N. A. (1992a). "Automated DCP device versus manual DCP device." Rd. and Transport Res., 1(4).
-
(1992)
Rd. and Transport Res.
, vol.1
, Issue.4
-
-
Livneh, M.1
Ishai, I.2
Livneh, N.A.3
-
13
-
-
0029202474
-
Effect of vertical confinement on dynamic cone penetrometer strength values in pavement and subgrade evaluations
-
Transportation Research Board, Washington, D.C.
-
Livneh, M., Ishai, I., and Livneh, N. A. (1992b). "Effect of vertical confinement on dynamic cone penetrometer strength values in pavement and subgrade evaluations." Transp. Res. Rec. 1473, Transportation Research Board, Washington, D.C.
-
(1992)
Transp. Res. Rec.
, vol.1473
-
-
Livneh, M.1
Ishai, I.2
Livneh, N.A.3
-
14
-
-
84871657668
-
Subgrade strength evaluation with the extended dynamic cone penetrometer
-
Livneh, M., and Livneh, N. A. (1994). "Subgrade strength evaluation with the extended dynamic cone penetrometer." 7th Int. IAEG Congr.
-
(1994)
7th Int. IAEG Congr.
-
-
Livneh, M.1
Livneh, N.A.2
-
15
-
-
0026118789
-
Strength evaluation of lime-stabilized pavement foundations using the dynamic cone penetrometer
-
McElvaney, J., and Djatnika-Bunadi, I. (1991). "Strength evaluation of lime-stabilized pavement foundations using the dynamic cone penetrometer." Australian Rd. Res., 21(1).
-
(1991)
Australian Rd. Res.
, vol.21
, Issue.1
-
-
McElvaney, J.1
Djatnika-Bunadi, I.2
-
16
-
-
0343910985
-
-
North Carolina Department of Transportation, Raleigh, N.C.
-
Pavement condition survey manual. (1998). North Carolina Department of Transportation, Raleigh, N.C.
-
(1998)
Pavement Condition Survey Manual
-
-
|