dc.contributor.author |
Bandara, WW |
|
dc.contributor.author |
Mampearachchi, WK |
|
dc.contributor.editor |
Pasindu, HR |
|
dc.date.accessioned |
2022-06-09T04:48:16Z |
|
dc.date.available |
2022-06-09T04:48:16Z |
|
dc.date.issued |
2011-07 |
|
dc.identifier.citation |
Bandara, W.W., & Mampearachchi, W.K. (2011). The cement stabilized soil as a road base material for Sri Lankan roads [Abstract]. In H.R. Pasindu (Ed.), Proceedings of the Transportation Research Forum 2011 (p. 41). Department of Civil Engineering, University of Moratuwa. https://uom.lk/sites/default/files/civil/files/TRF%202011_0.pdf |
en_US |
dc.identifier.uri |
http://dl.lib.uom.lk/handle/123/18210 |
|
dc.description.abstract |
Dense Graded Aggregate Base has been used for road construction work in the Sri Lanka for many years.
Rocks which are used to produce the aggregate are not available everywhere in the island. For example
it is difficult to find suitable rocks in Northern part of Sri Lanka. Further, the available rocks are gradually
decreasing due to the usage, land ownership and ecological issues. Therefore, cement stabilized soil
can be used as an economically viable alternative material for the road base.
Soils that can be stabilized are coarse granular, Sandy, Salty and Clayey materials. Coarse granular
materials are not widely available in Sri Lanka. Sandy materials are freely available and give higher
elastic modulus than Salty and clayed materials. Cement stabilized base need at least 97% compaction
of maximum dry density. According to the findings during the construction, it has been revealed that
the most practical thickness of the cement stabilized base is 200mm for achieving the compaction. In
order to control shrinkage cracks, unconfined compressive strength at seven days is not more than 4
MPa. This can be increased to 6 MPa by providing an Asphalt Crack Relief Layer.
For road pavements with stabilized base, critical tensile stress or strain is located at the bottom of the
stabilized layer and the tensile stress should be limited to control the fatigue cracking for required
number of axial load repetitions. Above mentioned limitations cannot be analyzed by the conventional
Structure Number Based Pavement Design. Hence a Mechanistic – Empirical Method need to be used
for the pavement design. This is difficult to carry out in general practice. Therefore, through our project
Pavement design charts for the cement stabilized base with Sandy soil were developed by a
Mechanistic – Empirical Method. |
en_US |
dc.language.iso |
en |
en_US |
dc.publisher |
Department of Civil Engineering, University of Moratuwa. |
en_US |
dc.relation.uri |
https://uom.lk/sites/default/files/civil/files/TRF%202011_0.pdf |
en_US |
dc.subject |
Dense graded aggregate base |
en_US |
dc.subject |
Cement stabilized soil base |
en_US |
dc.subject |
Asphalt crack relief layer |
en_US |
dc.subject |
Structure number |
en_US |
dc.subject |
Mechanistic empirical method |
en_US |
dc.title |
The cement stabilized soil as a road base material for Sri Lankan roads |
en_US |
dc.type |
Conference-Abstract |
en_US |
dc.identifier.faculty |
Engineering |
en_US |
dc.identifier.department |
Department of Civil Engineering |
en_US |
dc.identifier.year |
2011 |
en_US |
dc.identifier.conference |
Transport Research Forum 2011 |
en_US |
dc.identifier.place |
Colombo |
en_US |
dc.identifier.pgnos |
p. 41 |
en_US |
dc.identifier.proceeding |
Proceedings of the Transport Research Forum 2011 |
en_US |
dc.identifier.email |
wwbandara@gmail.com |
en_US |
dc.identifier.email |
wasanthak@uom.lk |
en_US |