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A loading test was conducted with a 300 mm square plate at depth of 1 m under the ground surface in pure clay deposit. The water table is situated at a depth of 4 m below the ground level. Failure occurred at a load of 45 kN.
What is the safe bearing capacity of a 1.5 m wide strip footing at 1.5 m depth in the similar soil?
sieve analsis full asignment
Explain Chezy Manning Equation v = 1.49/n (R) 0.67 (S) 0.5 R = hydraulic radius (ft) = Area/ wetted perimeter, R = D/4 for circular channels full and one-half full
This is more likely in to Aerospace engineering.. So if there's anyone whose doing his/her major or have any skills regarding that field please help me with this problem. :) a)
Design a sewer network
important terms used in levelling
design calculations for a two storey office building
how to draw the shear diagram after redistribution of moments
The objective of this module is:- - For the student to identify the track design issues and there relationships that will need to be considered in the development of a feasibili
tupes of dam
Landing Systems: There are two basic types of landing, viz : (a) visual landing, when the weather conditions are favourable, and (b) instrumented landing, when the weat
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