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Collapsible Soils and Subsidence
There are soils which are quite stable when dry and they show large volume changes on wetting under load. Examples of these soils are loess (which is wind borne), residual soils which have high void ratios and are weakly cemented and also have crumbling structure. The structure of these soils is so unstable that upon saturation or vibration, collapse will occur. Foundations cannot be placed on such soils unless they are densified. Prewetting and consolidation will help to improve the load carrying capacity. Alternatively deep foundations should be provided to take the load to firm underlying strata.
Evaluate Elongation of wire: An aerial copper wire ( E =1 x 10 5 N/m m 2 ) 40 m long is having cross sectional area of 80 mm 2 and weighs 0.6 N per meter run. I
Implementation of Material Requirement Planning: The total requirements for a material from an MRP schedule are given in the following table :
a)What are methods used in rating for time study. Illustrate them. b) Write down principles of motion economy.
Construct a retrograde Vernier scale: During construct a retrograde Vernier to a scale of 1/5, signify inches and 10 th , and 30 inches and long sufficient to read to mark dis
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What are the different types of Mechanical Motions/Movements?
This section shall apply to the general requirements for design, fabrication, erection, and testing of structural steels for supports, stairways, ladders and platforms. All stru
Expected quarterly sales in Year 1 (vehicles) The work content of a single unit of each product in each process has been estimated at: Using MS-Excel, calculate the workloads
Layout design development is supported by a number of studies and reviews, including: • Hazard identification (HAZID Study) and risk assessments - both qualitative and quantita
Q. Describe the type of Facing and Backing sand? Facing sand. This sand is used directly next to the surface of the pattern and comes into contact with the molten metal when th
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