Abstract
This research will be conducted through load tests on a caisson instrumented in depth. Three caissons are built with diameter of 0.80 m, depth of 9.0 m (impenetrable) and base width of 1.60 m. One caisson will be tested and the other two will be the reaction during the test. The site is the Experimental Field of Unicamp, where the subsoil is constituted of an unsaturated silty clay, high …