The "Bay Clay Loam" is from the area's geomorphology, based on previous tests and study. I am just using it for initial sizes only.
I am still waiting for the test results on this. Appreciate your input.
Hi everyone,
I am working on a 4-storey residential/commercial building resting on a "Bay Clay Loam" type of soil (Located near the Bay from the word itself). As I am still awaiting for the tests(Shear wave velocity, SPT and undrained shear strength) to be done, I would like to ask your opinion...