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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.
1. On a 5-acre level terrain building site, an earthwork contractor has instructed her crew to strip and grub the topsoil of a 60,000-ft 2 proposed building pad to a minus 2-ft su
Determine the Limit State of Serviceability Cracking Cracking of concrete should not affect the appearance or durability of the structure. The criteria of limit state of cracki
Q. Purpose of reinforcement in concrete roads? The major purposes of reinforcement in concrete roads are: (i) To control the development and pattern of cracks in concrete p
Design of the stormwater drainage system for the sub-division Work needed: The following tasks require to be performed for the drainage network: Compute stormwater r
what is the heat of hydration and gel space ratio?
i want to know more about civil engineering
Q. What are the various types of tiles available in the market for floors and walls? What basic precautions would you take for their laying and choosing the type, colour and siz
I need to find support reactions at O for the beam with a distributed load, a 6 kN moment couple at A and a 3 kN axial load as shown in picture.
State the term - Post-tensioned concrete In Post-tensioned concrete construction, as shown in Figure, tendons are placed inside concrete and stretched after concrete has attai
write short note on distomat with applications
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