University of South Florida

Christopher L Lewis

Austin Gray Mullins

Gray Mullins

Danny Winters

Miles Patrick Mullins

Mike Stokes

In some embodiments, a system for automatically evaluating slurry properties includes a down-hole measurement device configured to be lowered into slurry provided in an excavated hole, the measurement device comprising an outer housing, a flow pump, a flow meter, and a differential pressure sensor, wherein the flow pump is configured to pump slurry through the flow meter, the flow meter is configured to measure a flow rate of the pumped slurry, and the differential pressure sensor is configured to measure a difference in pressure between the pumped slurry and the slurry outside of the measurement device.

Systems and methods for automatically evaluating slurry properties

A method for increasing stiffness of bearing strata formed of soil, rock or other geomaterial includes the steps of injecting non-hardening pre-compression fluids, in the form of viscous non-hardening slurries that are pressurized beneath a foundation tip for extended periods of time, into the bearing strata to cause pre-compression of the bearing strata. This enhances end bearing capacity in poorly draining soils by providing more time to squeeze water from voids in the poorly draining soils. The bearing strata may also be mechanically pre-compressed. The non-hardening pre-compression fluids may be exchanged with grout to fill a void formed by cavity expansion and previously occupied by the non-hardening, pre-compression fluid. This grout is cured without external additional pressure. Grout may be used in lieu of non hardening pre-compression fluids to affect end bearing enhancement provided that external additional pressure is not applied to the grout while it cures.

Growing community of inventors

Plant City, FL, United States of America

Christopher L Lewis