I am a geotechnical engineer responsible of the foundation design of a multispan structure. Part of my responsiblilties include provide a foundation stiffness matrices.
This would be my job utilizing foundation stiffness matrices. Can anyone with experience in this area recommend a method or...
I am designing the foundation for a 9 span structure, where I am required to provide foundation stiffness matrices for each pier.
This is my first job utilizing foundation stiffness matrices. I am looking for a recommended method or reference to complete foundation stiffness matrices, from...
I was wondering does anyone have some general rules of thumb for the distance required when driving sheeting or piles next to utilities in different soil conditions?
Example: 15 feet in loose sands, 10 feet in compact sands, etc.
I have a job where driven sheeting was design (by others)13 feet...
