Comparison between monolithic foundations and independent foundations for chemical plant structures
Thread Content
There are two types of foundations for the first floor of our facility: a monolithic foundation (where the entire floor area of the first floor is made of one concrete slab), and separate foundations for each individual piece of equipment. What are the criteria for choosing between these two types of foundations? From both economic and performance perspectives, which option is more cost-effective? What are its advantages?
Original poster, could you please explain these two basic definitions in more detail? Looking forward to your reply
:You are referring to the conditions under which raft foundations and isolated footings are used, right? Raft foundations are used when the bearing capacity of the soil is low and the load on the building is high, while isolated footings are used when the load on the building is low or when there is a slope in the ground surface. Each type has its own advantages