P-T slab for both settlement & expansion
P-T slab for both settlement & expansion
(OP)
I have a site with numerous home sites and soils that may experience settlement and others that may experice expansion. The Developer would prefer one set of soil parameters for post-tension design. My question is, would a design based on expansive soils work for soils subject to settlement, or vice-versa?





RE: P-T slab for both settlement & expansion