08.01.2015 Views

A Closer Look at Prevailing Civil Engineering Practice - European ...

A Closer Look at Prevailing Civil Engineering Practice - European ...

A Closer Look at Prevailing Civil Engineering Practice - European ...

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

A <strong>Closer</strong> <strong>Look</strong> <strong>at</strong> <strong>Prevailing</strong> <strong>Civil</strong> <strong>Engineering</strong> <strong>Practice</strong>, Wh<strong>at</strong>, Why and How<br />

Vincent T. H. CHU<br />

10. Wh<strong>at</strong> are the causes of longitudinal cracks and transverse cracks<br />

in bituminous pavement<br />

Longitudinal cracks in bituminous pavement are usually caused by f<strong>at</strong>igue<br />

failure under repe<strong>at</strong>ed traffic loading. In thin pavements, cracking starts <strong>at</strong><br />

the bottom of the bituminous layer where the tensile stress is the highest<br />

and then it spreads to the surface as one or more longitudinal cracks. In<br />

thick pavements, the cracks usually commence from the top because of<br />

high localized tensile stresses from tire-pavement interaction. After<br />

repe<strong>at</strong>ed loading, the longitudinal cracks develop into a p<strong>at</strong>tern similar to<br />

the back of an allig<strong>at</strong>or.<br />

Transverse cracks are usually formed as a result of thermal movement. It<br />

may occur because of shrinkage of the bituminous surface due to low<br />

temper<strong>at</strong>ures or asphalt binder hardening.<br />

11. Which of the following cause much damage to bituminous<br />

pavement<br />

(a) Low usage by heavy vehicles or frequent usage of light<br />

vehicles;<br />

(b) Low speed traffic or high speed traffic<br />

The rel<strong>at</strong>ionship between axle weight and the associ<strong>at</strong>ed pavement<br />

damage is not linear but exponential. The pavement damage caused by<br />

one passage of a fully loaded tractor-semi trailer (80kN) is more than 3,000<br />

passages of priv<strong>at</strong>e cars (9KN). Hence, heavy trucks and buses are<br />

responsible for a majority of pavement damage.<br />

Slow-moving traffic imposes gre<strong>at</strong>er damage than fast-moving traffic. Past<br />

studies showed th<strong>at</strong> when the speed is increased from 2km/hr to 24km/hr,<br />

the stress and pavement deflection is reduced by 40%.<br />

12. Wh<strong>at</strong> are the differences between tensioned corrug<strong>at</strong>ed beam and<br />

untensioned corrug<strong>at</strong>ed beam<br />

Tensioned corrug<strong>at</strong>ed beam is mainly used in high speed road while<br />

untensioned corrug<strong>at</strong>ed beam is mainly used in low speed road.<br />

Tensioned corrug<strong>at</strong>ed beam is designed mainly for use on central<br />

reserv<strong>at</strong>ion. When a vehicle crashes into tensioned corrug<strong>at</strong>ed beam, the<br />

beam remains in tension while the post gives way to allow for deform<strong>at</strong>ion.<br />

Tensioned corrug<strong>at</strong>ed beam absorbs impact energy by deflecting as a<br />

47

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!