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A clay stratum of 18 metres thickness was found above a sand stratum when a boring was made. The clay was consolidated under the present overburden pressure. The hydrostatic pressure at top of the clay stratum was found to be 54 kN/m2. Due to pumping of water from the sand stratum, the pressure in the pore water below the clay layer was decreased permanently by 54 kN/m2. If the void ratios of clay before and after pumping were 0.93 and 0.90, respectively, measure the ultimate settlement because of pumping.
Explain the Primary Treatment for Wastewater Primary Treatment: to remove the pollutants that floats or settles. Typically 60% of suspended solids and 35% of BOD 5 are removed
Water quality analysis: This water quality analysis presents an overview of physical characteristics of water, chemical substances that are normally present in water and vario
i want to just understand civil eng main points of all subjects which i becam able to tell some body about this tha what is this ?
Question If concrete compression test not pass, So Schmidt hammer test will be adopted as an alternative test to confirm concrete strength ? Answer Schmidt hammer test is
Differentiate between Short Column and Slender Column Short Column It is a column of rectangular section, the effective length of which does not exceed 12 times of its lea
What is Collocated network operation As wireless LANs become more popular, it is likely for two or more wireless LANs to operate in the similar area or in some area where inter
For the project work points (x,y) shown in the figure the bearing of point R is due West. The coordinate for point R is most nearly: Solution: Determine the length o
Why is there a concern for dissolved organics and color in the water supply and in water treatment plant?
Question In assortment of dams in drainage channels, what are the main advantages of using rubber dams instead of steel-gate dams ? Answer Key Advantages of rubber d
Sieve Analysis - Soil Mechanics and Foundations a. Sieve Analysis used to obtain the grain size distribution of coarse-grained soils (sands and gravels) larger than 0.075 mm (r
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