Hi... Fellow Engineers.
I am woring on Australian project where about 90 Kms road and rail network is required to be designed. I have the preliminay geotechnical investigation data indicating field SPT N values at various locations. I need to know the CBR value that can be adopted for the...
Dear All,
I am facing a problem in recommending the foundation system for a tank, which was already in place since last 25 years, recently dismantled for changing the steel of tank due to corrosion. The theory and practical observations at site are contradicting each other.
Site Condition in...
A chemical storage terminal is in operation since last 25 years. The subsoil for the terminal is as below
0-2.0m filled up soil - sandy clay (SC)
2.0-20.0 soft greyish/blackish marine clay (CL,CI) with SPT ranging from 2 to 10 improving with depth.
20.0m to 30.0m is Hard reddish clay SPT > 50...
