Homeowner’s prefer slab at grade foundation due to affordability and overall stability. However, slab-at-grade is not always a feasible choice. Slab-on-grade not only sets the house rest very low to the ground but also make it susceptible to flooding. Pier foundation on the other hand brin...
Bricks are not often used for below-grade foundations but were often used above-grade supporting the first floor of older buildings, and of course entire buildings may be constructed using structural brick walls (look for the bond courses). If you see a crack in a brick wall it's more ...
Water-resistant floor coverings:Paint the concrete slab with a heavy-duty paint or cover the floor with glue-down vinyl if the slab is smooth and crack-free. See otherbasement flooring options. Concrete Basement Media Room The dark, theater-like ambience of the typical basement can be finished...
Ideal for construction, control and expansion joints, on grade joints at wall/slab junctions. Read More Split waterstop Ideal for construction joints with little or no movements and expansion moving joints on or below grade. Read More Cap waterstop ...
Difference Between 33, 43 and 53 Grade Cement Difference Between One Way Slab and Two Way Slab | What is Slab What Is a Field Dry Density Test | Different Type of Field Density Tests What Is Slump Cone Test | Principle of Slump Test | Types of Concrete Slump ...
As with wooden fences, builders often anchor gazebo post framing to holes filled with concrete. Unlike a slab, which spreads structural loads across a large area, post-hole footings concentrate the load on a buried block of concrete. To construct a post-hole footing, builders dig a narrow, ...
porch, deck or pier footings can tell you that it’s a miserable experience. Not only is it usually impossible to dig the hole unless you’re digging in beach sand but it gets very hard to get down to 4 ft below grade in a small hole because you can’t open the handles wide ...
In the last decade most highway grade separation structures consisted of simple span I-beams with a cast-in-place deck slab. Typically, the spans were supported by two end abutments, a central pier, and a pair of intermediate shoulder piers. However, with the new emphasis on safety, the ...
[70] studied the effects of the soil type on the response of buildings experiencing floor-to-column pounding where special attention has been paid to the shear demands of the impacted column (the column experiencing the hit from the top slab of the shorter building). The same five soil ...