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The data profile as shown in Figure is obtained. A best average of N values gave N10 = 21, column loads including dead and live loads ranged from 500 kN to 950 kN. Determine the allowable pressue if settlement is to be restricted to 25 mm. Find tentative value of qn.
is the seismic joints like falling joints ? thanks :)
A soft, normally consolidated clay layer is 18 m thick. The natural water content is 45%. The saturated unit weight is 18 kN/m 3 ; the grain specific gravity is 2.70 and the liqui
If there is steady flow, nothing changes with time. 1. The properties of the fluid at entry and exit are constant. 2. The properties of the fluid at any point in the contro
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This assignment is a Hydraulic Design assignment for Civil Engineering Major in USA. Please try if there is someone professional who can do this work because it''s too sensitive. f
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advantages and disadvantages in single flemish bond
Q. Write short notes on the following : a) Points to be kept in mind while collecting water samples for testing from tap, stream & T/well separately. b) Where and why foot
A cylindrical specimen of a saturated soil fails under an axial stress 150 kN/m 2 in an unconfined compression test. The failure plane makes an angle of 52° with the horizontal.
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