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A sample of clay taken from a natural stratum was originated to be partially saturated and when tested in the laboratory gave the following results. Calculate the degree of saturation. Specific gravity of soil particles = 2.6; wet weight of sample = 2.50 N; dry weight of sample = 210 N; and volume of sample = 150 cm3.
back water curve and affulux
Examine the state of stress at the junction of flange: A beam of I-section as shown in Figure (a) is subjected to a bending moment of 84.928 kN m and a shear force of 106.1 kN
Purpose of plane table
Q. Knife edge loads – representation of wheel axles? In BS5400 traffic loads for HA loading are given by uniformly distributed loads along loaded length and a knife edge load.
obstacles in chain surveying
how tofind centroid of cercular arc
characteristics of ridge characteristics of escarpment characteristics of plateau characteristics of knoll characteristics of conical hill
Question Designing of access ramps for drainage channels, why must direction of access ramps is sloping down on the way to downstream ? Answer In designing of access
shear force ?
For the project work points (x,y) shown in the figure the bearing of point R is due West. The coordinate for point R is most nearly: Solution: Determine the length o
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