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Question
In designing of service reservoirs, how should reservoir floors be designed to avoid leakage of water because of seasonal and shrinkage movements?
Answer In general two core approaches designing floors of service reservoirs as follows-
(i) In first method, movement joints are designed in each section of reservoir floors so they are able to expand and contract freely. Each section is entirely isolated from one an additional and sliding layer is placed under them to aid in sliding.
(ii) Second means, on contrary, does not make provision to free movement. Because seasonal and shrinkage movements, cracks are designed to happen in reservoir floors such that very tiny cracks are spread in excess of floor and these cracks are also small to initiate corrosion or leakage. However, in case, amount of reinforcement used is much larger than first come near.
Determine about the tensile stresses Unifody prestressed members designed for equal flexure in opposite directions,without permitting tensile stresses under working loads, requ
A stationary 40 kN single axle load (applied on a circular contact area of radius = 152 mm = 6") is applied to each of the flexible pavement structures indicated below. Assuming li
I need this to be done perfectly . It is a civil engineering assignment. Please let me know if you can solve this perfectly within no more than 40 hours. Thanks.
Q. Define Shear slump and collapse slump in slump test? There are three kinds of slump which can take place in a slumps test, namely, true slump, shear slump and collapse slump
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