I would like to know the problems associated with excesive aggregate absortion (more than 4%) within a concrete pavement slab and if the D-cracking effect is possible to appear in a dry-freeze climate
There is a very important avenue to be re-built soon. The consultant wants it to be built using concrete pavement but, the problem is that there is a river channel running underneath. The river channel has a reinforced concrete vault placed at variable depths from 0.5m up to 2m. There will be an...
There is a very important avenue to be re-built soon. The consultant wants it to be built using concrete pavement but, the problem is that there is a river channel running underneath. The river channel has a reinforced concrete vault placed at variable depths from 0.5m up to 2m. There will be an...
There is a very important avenue to be re-built soon. The consultant wants it to be built using concrete pavement but, the problem is that there is a river channel running underneath. The river channel has a reinforced concrete vault placed at variable depths from 0.5m up to 2m. There will be an...
There is a very important avenue to be re-built soon. The consultant wants it to be built using concrete pavement but, the problem is that there is a river channel running underneath. The river channel has a reinforced concrete vault placed at variable depths from 0.5m up to 2m. There will be an...
We are dealing with a 230mm concrete pavement to be placed on top of an expansive clay, expansions are about 4% to 5%. We will place a 100mm cement treated granular base beneath the slab and we want to place a lime treated sub-base for swelling control. We would appreciate your advice on...
We are dealing with a 230mm concrete pavement to be placed on top of an expansive clay, expansions are about 4% to 5%. We will place a 100mm cement treated granular base beneath the slab and we want to place a lime treated sub-base for swelling control. We would appreciate your advice on...
