Corner reinforcement for concrete pavement, Civil Engineering

Assignment Help:

Q. Corner reinforcement for concrete pavement?

Let's consider a panel of concrete slab without any load transferring devices at it edges. When concrete panel is subjected to traffic loads, maximum stress persuaded in the concrete panel is at its four corners. Other than panel corners, next significant stress persuaded in concrete slab is its four edges. 

To avoid the structural failure of concrete pavement, one can locally increase thickness of corners and edges to decrease the induced stresses. Though such local thickenings also increase temperature stresses. Furthermore the construction of non-uniform concrete pavement isn't convenient from practical point of view. The other way out is to use load transfer devices such as dowel bars at the edges of concrete panels. Though in situation where the designed thickness of concrete pavement is small that renders the provision of dowel bars not practical, special design of corner reinforcement has to be considered.


Related Discussions:- Corner reinforcement for concrete pavement

What is the degree of consolidation, A saturated clay specimen is subjected...

A saturated clay specimen is subjected to a pressure of 240 kN/m 2 . After the lapse of a time, it is determined that the pore pressure in the specimen is 72 kN/m 2 .  What is t

Plastic, what is plastic?its types and composition and its uses as engineer...

what is plastic?its types and composition and its uses as engineering material

Explain total dynamic head (tdh), Total Dynamic Head: (TDH) y-axis plo...

Total Dynamic Head: (TDH) y-axis plot point related to each x-axis flow rate along the system curve plot. TDH = h a = TSH + h f + v 2 /2g       v 2 / 2g usually small

What is preset mean while installation of bridge bearings, What is preset m...

What is preset mean while installation of bridge bearings ?

Determine the grade rod reading at station, A section view of a proposed ro...

A section view of a proposed roadway is shown in Figure 1 with an existing grade point elevation of 100-ft. The proposed roadbed finish grade elevation at station 50+00 is 95.00-ft

How to determine the water content and bulk density, The wet weight of a sa...

The wet weight of a sample is missing in a Proctor test. The oven-dry weight of this sample is 189 N. The volume of the mould used is 1000 cm 3 . If the degree of saturation of

Report, report on lintels and arches

report on lintels and arches

Alum, Aalumsk question #Minimum 100 words accepted#

Aalumsk question #Minimum 100 words accepted#

Write Your Message!

Captcha
Free Assignment Quote

Assured A++ Grade

Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!

All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd