Match each item with a statement below.
A. May be partially or fully below-ground and support the weight of the building above.
B. The widened supports located at the base of foundation walls, columns, piers, and chimneys that distribute the weight of these elements over a larger area and prevent uneven settling.
C. A category of siliceous and aluminous materials that, when mixed with calcium hydroxide, give concrete its strength.
D. Created by heating a mixture of materials that typically includes limestone and silica.
E. Support a house by providing intermediate supports between beams, eliminating the need for continuous foundation walls and reducing the materials required to support the home.
F. A foundation without wall vents that encloses an intentionally heated or cooled space.
A. Foundation walls
B. Footings
C. Pozzolan
D. Portland cement
E. Pier foundations
F. Conditioned crawl space
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(a) Consider that two infinitely long parallel edge dislocations are viewed on a simple two dimensional x?y diagram, such as Fig. 4.37. This first of these dislocations is located at x = 0, y = 0 and is positive. Its slip plane is horizontal and this contains the x?axis. The other dislocation is negative and also lies in a horizontal slip plane separated from that of the first dislocation by a vertical distance (y) of 10b, where b is the Burgers vector for both dislocations. Now assume the first dislocation is fixed in place, and the second can move parallel to the x?axis. With the aid of a computer, plot ??, the x component of the force (per unit length) between the dislocations, as function of x from x = ?50 nm to x = +50 nm. Let u =86 Gpa, b = 0.248 nm, and v =0.3.
(b) Discuss the significance of the variation of Fx with distance as the mobile dislocation moves from x= - ? to x= +?.
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