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Questions related from Sumit Maskey
Dear sir/madam, Could you please help me to have a clear idea on this? Permissible Slope of natural ground for construction = 18 degree (33.33%) or less as per IBC. However, in hilly regions...
12 February 2018 8,893 3 View
Dear experts, I wanted to know that during the design of foundation for the buildings, pressure checks are carried out. i.e., Pmax/min = P/A +- Mx/Zx +- My/Zy If Pmax > SBC (fails in...
11 January 2018 2,782 3 View
Hello! I am carrying out the Slope Stability Analysis of a Highway Slope using 2D Limit Equilibrium Analysis in SLIDE (rocscience package). I was wondering if it is necessary to check the model...
03 November 2017 2,972 9 View
Attached herewith are the cases for foundation laying option. The first (left) shows the eccentric footings connected by a strap beam whereas, the one on the right shows the 2nd option of choosing...
24 June 2016 971 3 View
Can anyone of the experts help me in designing or guiding me towards design of a continuous footing (rectangular) that supports 3 columns? I have referred some text books but, they restrained for...
09 May 2016 8,130 6 View
Dear sir/ madam, I was trying to classify the soil underneath up to say 20-30m, based on the value of shear wave velocity (Vs) whether it is sandy, clayey, gravel, silt etc. There are numerous...
24 February 2016 9,594 8 View
Dear sir/madam, This is to kindly request you for your valuable advice. If I have to calculate the ultimate bearing capacity for a square footing design in cohesive soil for a site, I was...
25 January 2016 6,113 14 View
I have been involving my self in detailed damage assessment of commercial bldgs here in Nepal after the Great Earthquake. They are found to be structurally safe however, I have encountered failed...
14 July 2015 991 11 View
I have been bit confused on assigning shearing velocity in FLAC for the direct shear test of rock joints. For Example: In my direct shear test experiment, total shearing distance (say, a): 10 mm...
19 December 2014 859 4 View