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The stresses at failure on the failure plane in a cohesionless soil mass were: Shear stress = 4 kN/m2; normal stress = 10 kN/m2. Verify the resultant stress on the failure plane, the angle of internal friction of the soil and the angle of inclination of the failure plane to the major principal plane.
What is Reciprocal Ranging ?
steps in conducting parcellary survey
how to convert uniformly varying loads to point loads
Dense Bituminous Macadam: A Dense Bituminous Macadam (DBM) is a close-graded premix material having a voids content of 5-10 per cent. Two gradings are normally adopted :
Types of Cement In addition to ordinary Portland cement there are various varieties of cement. Significant varieties are briefly explained below: (i) White Cement: The ce
A No 10 steel rebar is tested in tension by monitoring the load reading of the testing machine it was found that the specimen yielded at aload of 41600lb and fractured at 48300 lb
Explain Influence lines-reactions 1. Remove the support under investigation 2. Displace the beam vertically a distance of 1 unit. The resulting beam shape will be the sha
find the pressure head at 2-2 if the rate of flow in pipe is 0.36m^3/s
definition for double type scaffolding
determine the cross section of a rectangular beam of uniformly strength for a simply supported beam of 6m span subjected to central concentrated load of 20kN a)by keeping depth of
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