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how to design wet mix
The stresses acting on the plane of maximum shearing stress by a given point in sand are as follows: total normal stress = 250 kN/m 2 ; pore-water pressure = 88.5 kN/ m 2 ; shearin
Define Dupuit Equations for Unconfined Aquifers Using natural log: Q = ΠK((h 2 ) 2 - (h 1 ) 2 )/ln(r 2 /r 1 ) Using log 10 : Q = K((h 2 ) 2 - (h 1 ) 2 )/((1,055)l
State the method of Pre- Tensioning It is a method of prestressing concrete in which tendons are stretched or tensioned before concreting. In this form of construction, concr
is it necessary for to put plinth wall in buildings
evaluate limsin3theta over theta
HOW CAN I INVESTIGATE THE PROPERTIES UNBURNT COMPRESSED CLAY BRICKS AND STABILIZED UNBURNT COMPRESSED BRICKS.
Q. Sand cone test – suitable for all soils? Sand cone (replacement) test is generally carried out to determine the in-situ and compacted density of soils. This testing method i
Zones of smear around vertical drains Smear zones are produced during the installation of vertical drains in that zone of soils surrounding the band drains are disturbed. Soil
who to we calculate the RL at first point.
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