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|Title:||BEARING CAPACITY AND THE DESIGN OF FOOTINGS|
|Authors:||Rao, D. Babu|
PASSIVE EARTH PRESSURE
|Abstract:||The s boll used in this iaorlc conform generally to those enggested in 1941 by the erican Society of Civil Engineers (Soil Mechanics Nomenclature, Manual of Civil Engineering Practice Ho. 22), although e~oceptions have been made iherever necessary to avoid confu on. A area of the base of the footing B breadth of footing C *on atant Ca compression index Cs coefficient of settlement a csheoon Ti depth of footing E modulus of elasticity so void ratio in loosest state Ga factor of safety H thi ckne so of stratum KP coefficient of passive earth pressure L length of footing ME Modulus N dimensionless factor (Nc , Nr, , and Nq bearing capacity factors); number of blows on sailing spoon daring standard penetration test.|
|Appears in Collections:||MASTERS' DISSERTATIONS (Civil Engg)|
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