Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Dueck-Su Sohn"'
Publikováno v:
International Journal of Pavement Engineering. 18:433-442
This study examined the pavement distress data obtained from the field as well as the effects of the soil cover depth, joint position and reinforced slab length on the behaviour of concrete pavement using the finite element method. An ultimate streng
Publikováno v:
Journal of the Korean Society of Road Engineers. 16:69-78
PURPOSES : The purpose of this paper is showing that the state of pavement sublayers can be evaluated differently according to direction of FWD. METHODS : The concrete pavement slabs above subgrade without anything, subgrade with cavity, and box culv
Publikováno v:
Journal of the Korean Society of Road Engineers. 16:155-164
Influence on Predicted Performance of Jointed Concrete Pavement with Variations in Axle Load Spectra
Publikováno v:
Journal of the Korean Society of Road Engineers. 16:11-19
Publikováno v:
Journal of the Korean Society of Road Engineers. 14:25-35
PURPOSES : Hollows are easily made, and bearing capacity can be lowered near underground structures because sublayers of pavement settle for a long time due to difficult compaction at the position. If loadings are applied in this condition, distresse
Publikováno v:
Journal of the Korean Society of Road Engineers. 14:45-53
Hollows are easily made and bearing capacity is lowered near underground structures of concrete pavement because of poor compaction and long term settlement of the ground. Distresses occur and lifespan is shortened because of larger stress induced by
Publikováno v:
Journal of the Korean Society of Road Engineers. 13:21-30
As well known, dowel bars are used to transfer traffic load acting on one edge to another edge of concrete slab in concrete pavement system. The dowel bars widely used in South Korea are round shape steel bar and they shows satisfactory performance u
Publikováno v:
Journal of Performance of Constructed Facilities. 29
Structures underneath pavements commonly reduce the bearing capacity of the ground because of poor compaction and long-term settlement at sites around these structures. When a load is applied at these sites, the stress on the concrete slab increases