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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.
Joints in Concrete Pavements: Concrete pavements in India are of the jointed plain (unreinforced type). The following types of joints are needed in them : (a) Transverse C
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
Flaky and elongation index
Guidelines for Selection of Site: The following are some of the guidelines for selecting the site of a bridge : (a) A site which is on a straight reach of the river is pref
Permanent magnets are made of what kind of materials ? Answer: It is made of hard magnetic materials.
can you give me some examples and problems in 3-wire leveling?
Q. What do you mean by Laying of apron in design of bridge? Width of apron laid on river bed should be 1.5 D1 where D 1 is estimated scour depth in metres below river bed. Thi
Good evening sir, solid block''s design mix calculated generally please explain and derive .
what is the waste utilisation?
what is premix carpet open graded and where is it used and what are its limitations ?
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