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A sand deposit of 12 m thick overlies a clay layer. The water table is 3 m below the ground surface. In a field permeability pump-out test, the water is pumped out at a rate of 540 litres per minute when steady state conditions are reached. Two observation wells are located at 18 m and 36 m from the centre of the test well. The depths of the drawdown curve are 1.8 m and 1.5 m respectively for these two wells. Verify the coefficient of permeability
explain steps of drawing bending moment diagrams
Q. Explain Foundation design discharge for a bridge? To provide for an adequate margin of safety against any abnormal flood exceeding the design discharge (Q), the foundations,
Ask question #Minimum 100E. The regulations and specifications that followed for compaction works for earth dam in Oman words accepted#
Q. Method of construction of a bored cast-in-situ concrete pile? Ans. - Bored cast-in-situ concrete pile - A guide casing of 3 to 4 m length is provided on top of the bore hole
With respect to implementation of Civil Engineering projects explain the relevance of application of the principle of ''Working from Whole to Part''
Discuss about the post-tensioning systems In most of post-tensioning systems, when the cable is tensioned and the jack is released to transfer prestress to concrete, the fricti
a) Certain data for the materials used in the construction of the building, e,g, insulation, building materials, air spaces, etc. b) Draw, with appropriate dimensions, the cro
Q. How to design banks? When approach banks are of medium height upto 3 m, the material may be homogeneous. For bigger heights zoned section with impervious core and pervious o
I need technical assistance. The project is incomplete. I need someone to proofread it. Do you have someone who know Plaxis, Slope/W and Flac?. Can you arrange a case study for Geo
problems in estimating especially in reinforcement works
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