-
1
-
-
0345170539
-
-
Final Report. Atlantic Construction Fabrics, Inc., Amoco Fibers and Fabrics Company, and Virginia Center for Innovative Technology, The Charles E. Via, Jr. Department of Civil Engineering, Virginia Polytechnic Institute and State University, Blacksburg, Feb.
-
Smith, T. E., T. L. Brandon, I. L. Al-Qadi, B. A. Lacina, S. A. Bhutta, and S. E. Hoffman Laboratory Behavior of Geogrid and Geotextile Reinforced Flexible Pavements. Final Report. Atlantic Construction Fabrics, Inc., Amoco Fibers and Fabrics Company, and Virginia Center for Innovative Technology, The Charles E. Via, Jr. Department of Civil Engineering, Virginia Polytechnic Institute and State University, Blacksburg, Feb. 1995.
-
(1995)
Laboratory Behavior of Geogrid and Geotextile Reinforced Flexible Pavements
-
-
Smith, T.E.1
Brandon, T.L.2
Al-Qadi, I.L.3
Lacina, B.A.4
Bhutta, S.A.5
Hoffman, S.E.6
-
2
-
-
0024773607
-
Mud-Pumping Prevention of Railway Subgrade by Using Geeotextiles
-
Rio de Janeiro, Brazil
-
Yang, C. and X. Yu. Mud-Pumping Prevention of Railway Subgrade by Using Geeotextiles. Proc., 12th International Conference on Soil Machanics and Foundation Engineering, Rio de Janeiro, Brazil, Vol. 3, 1989, pp. 1693-1696.
-
(1989)
Proc., 12th International Conference on Soil Machanics and Foundation Engineering
, vol.3
, pp. 1693-1696
-
-
Yang, C.1
Yu, X.2
-
4
-
-
0003799332
-
-
TRB, National Research Council, Washington, D.C.
-
Barksdale, R. D., S. F. Brown, and F. Chan. NCHRP Report 315: Potential Benefits of Geosynthetics in Flexible Pavement Systems. TRB, National Research Council, Washington, D.C., 1989, 56 pp.
-
(1989)
NCHRP Report 315: Potential Benefits of Geosynthetics in Flexible Pavement Systems
-
-
Barksdale, R.D.1
Brown, S.F.2
Chan, F.3
-
5
-
-
3743130223
-
Granular Bass Reinforcement of Flexible Pavements Using Geogrids
-
New Orleans, La.
-
Carroll, R. G., Jr., J. C. Walls, and R. Haas. Granular Bass Reinforcement of Flexible Pavements Using Geogrids. Proc., Geosynthetics Conference, New Orleans, La., 1987, pp. 46-57.
-
(1987)
Proc., Geosynthetics Conference
, pp. 46-57
-
-
Carroll Jr., R.G.1
Walls, J.C.2
Haas, R.3
-
7
-
-
0004096528
-
A Field Evaluation of Geosynthetic-Reinforced Haul Roads over Soft Foundation Soils
-
Vancouver, British Columbia, Canada, March 30-April 1
-
Austin, D. N., and D. M. Coleman. A Field Evaluation of Geosynthetic-Reinforced Haul Roads over Soft Foundation Soils. Proc., Geosynthetic Conference, Vancouver, British Columbia, Canada, Vol. 1, March 30-April 1, 1993, pp. 65-80.
-
(1993)
Proc., Geosynthetic Conference
, vol.1
, pp. 65-80
-
-
Austin, D.N.1
Coleman, D.M.2
-
8
-
-
85173145930
-
-
Research Proposal for LTRC Project 93-1ALF, Louisiana HPR-0010(17). Louisiana Transportation Research Center, Baton Rouge
-
Cumbaa, S. L., W. H. Temple, H. R. Paul, and P. M. Griffin, Construction and Comparison of Louisiana's Conventional and Alternative Base Courses Under Accelerated Loading. Research Proposal for LTRC Project 93-1ALF, Louisiana HPR-0010(17). Louisiana Transportation Research Center, Baton Rouge, 1993.
-
(1993)
Construction and Comparison of Louisiana's Conventional and Alternative Base Courses under Accelerated Loading
-
-
Cumbaa, S.L.1
Temple, W.H.2
Paul, H.R.3
Griffin, P.M.4
-
10
-
-
0027886225
-
Use of a Three-Dimensional, Dynamic Finite Element Program for Analysis of Flexible Pavement
-
TRB, National Research Council, Washington, D.C.
-
Zaghloul, S., and T. White. Use of a Three-Dimensional, Dynamic Finite Element Program for Analysis of Flexible Pavement. In Transportation Research Record 1388, TRB, National Research Council, Washington, D.C., 1993, pp. 60-69.
-
(1993)
Transportation Research Record 1388
, pp. 60-69
-
-
Zaghloul, S.1
White, T.2
-
12
-
-
0022928656
-
A Hierarchical Approach for Constitutive Modeling of Geologic Materials
-
Desai, C. S., S. Somasundaram, and G. N. Frantziskonis. A Hierarchical Approach for Constitutive Modeling of Geologic Materials. International Journal of Numerical and Analytical Methods and Geomechanics, Vol. 10, 1986, pp. 225-257.
-
(1986)
International Journal of Numerical and Analytical Methods and Geomechanics
, vol.10
, pp. 225-257
-
-
Desai, C.S.1
Somasundaram, S.2
Frantziskonis, G.N.3
-
13
-
-
0027333950
-
Constitutive Model for Cyclic Behavior of Clay I: Theory
-
ASCE, April
-
Wathugala, G. W., and C. S. Desai. Constitutive Model for Cyclic Behavior of Clay I: Theory. Journal of Geotechnical Engineering, ASCE, Vol. 119, No. 4, April 1993, pp. 714-729.
-
(1993)
Journal of Geotechnical Engineering
, vol.119
, Issue.4
, pp. 714-729
-
-
Wathugala, G.W.1
Desai, C.S.2
|