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A retaining wall with a vertical back 5 m high supports cohesion less backfill of unit weight of 19 kN/m3. The upper surface of the backfill rises at an angle of 10° with the horizontal from the crest of the wall. The angle of internal friction for the soil is 30°, and the angle of wall friction is 20°. Verify the total active pressure per lineal metre of the wall and mark the direction and point of application of the thrust. Use Ruthann's graphical method.
what are the basic two division of surveying
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grading surface area of Aggregate
What is the head loss in 350 ft of 12 inch diameter 20 years old cast iron pipe carrying 1.2 MGD?
Explain step by step procedure involved in the analysis and design of balanced cantilever bridge.
where i can get the tools of different types of measerments of differents elements of construction?
If i want to find D, and D=2a, then a=1-5 how can i show the ans is:2&4&6&8&10
1. What take place when float or slack of an activity is positive Ans: It represents a situation where extra resources are available and the completion of the project is not de
A pre- engineering base line was run down a very steep hill.rather than measure horizontaily down hill with steel tape: surveyor measured the vertical angle with the theodolite and
The footprint of a proposed office building is overlaid on the existing contours topographic map of a sloping site as shown in the figure. The structural bays which are 65-ft by 65
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