Foundation & geotechnical
The usual route from a field SPT N to a first bearing capacity, the corrections it needs, and why the number is not a design basis on its own.
Engr. Md. Nuruzzaman3 minutes read
RCC design & detailing
Two-way shear is the most common governing condition in footing design. Where the critical perimeter sits, and what people get wrong about it.
Engr. Md. Nuruzzaman3 minutes read
RCC design & detailing
A worked example with real numbers: getting a first footing size from the allowable bearing pressure, and where it usually goes wrong.
Engr. Md. Nuruzzaman3 minutes read
Foundation & geotechnical
Skin friction and end bearing, what the static formula assumes, and why it is a starting point rather than an answer.
Engr. Md. Nuruzzaman3 minutes read