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A building was to be constructed on a clay stratum. Preliminary analysis showed a settlement of 60 mm in 6 years and an ultimate settlement of 250 mm. The average enhance of pressu
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
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methods of damp proofing
Q. Show the Excessive movement joints in bridges? Movement joints are generally added to bridge structures to accommodate movements because of dimensional changes arising from
Spatial Structures Loading Dead load Dead loads include the weight of permanent components such as elements and spheres weight, casing weight, false ceiling weight and uti
Geological Classification Based on their beginning of formation stones are classified into 3 main groups-Igneous, sedimentary and metamorphic rocks. Igneous Rocks: Thes
describe the two fundermental purposes of surveying
determine the force p if the block is move yto the right at an angle of friction on all contact points @20 degrees
Derived condition of economic span of bridge
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