Design of Post-Tensioned Slabs-on-Ground is the 3rd edition of this design manual. The manual focuses on geotechnical design parameters, which include extensive editorial revisions and clarification.

ACI 302 has stated since 1980 that a limited placement size concept has not achieved any better shrinkage results, is more expensive, and adds time to the schedule. ACI uses CCS-1(10) "Concrete ...

The Post-Tensioning Institute (PTI), Phoenix, AZ – a non-profit organization for the advancement of post-tensioned, pre-stressed concrete design and construction – now offers the 2008 supplement to ...

Slab thickness is the greatest single factor controlling the load-carry capacity of a slab-on-ground. While other factors including concrete compressive strength, the thickness and quality of the base ...

Software designers claim their new release makes predicting house footing and slab movement so intuitive that geotechnical engineers will be more prone to do it. “Some practicing engineers don't ...