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Geotechnical Engineering

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Faculty

Facilities

The Geotechnical Laboratories occupy nearly 4,000 square feet of floor space and have standard testing, advanced testing and full-scale testing facilities. The facility includes equipment for preparing field samples and fabricating artificial soils by vac-air extrusion. Soil index testing equipment, 1-D odometers, direct shear, unconfined compression and constant- and falling-head are available. Advanced testing equipment includes new GDS MINIDyn and ELDyn computer-controlled triaxial testing systems capable of performing static and cyclic tests with maximum axial load and frequency of 10 kN/2 Hz and 10 kN/5 Hz, respectively. Both triaxial systems have UU, CU, CD, K0 and advanced dynamic testing modules driven by software. The ELDyn has an unsaturated testing module capable of performing flow-controlled hydraulic conductivity, soil/water characteristics tests and suction-controlled tests. Both systems are equipped with vertically propagating bender elements to measure the velocities of P-/S-waves for shear modulus and other soil properties. The advanced laboratory also contains a resonant column/torsional shear device to determine dynamic properties of porous medium, a CKC automated triaxial testing system, a MTS driven compression frame, two nine-column pressure panels to pressurize six fully independent cells, Time Domain Reflectometry for real-time measurement of shear zone development in soils, a field portable NDE system for evaluating the condition of foundations and bridge decks and a Genisco geotechnical centrifuge. The full-scale facilities consist of a soil test pit, 5 m x 5 m x 3 m deep, surrounded by a reaction system. Large-scale testing is supported by a 10-ton capacity overhead crane, a 700-pound capacity LNG forklift, and access through a 10-ft wide by 14-ft tall roll-up door with access to the street.



Genisco geotechnical centrifuge: diameter of 3m, max. centrifugal acceleration of 200g and max. payload of 30,000 g-lb.










MINIDyn from GDS, capable of running cyclic loading tests on saturated soil specimens with maximum axial loading of 10 kN and maximum loading frequency of 2 Hz. Bender elements are included to measure P-/S- waves during tests.






















ELDyn from GDS, capable of running cyclic loading tests on saturated or unsaturated soil specimens with maximum axial loading of 10 kN and maximum loading frequency of 5 Hz. Bender elements are included to measure P-/S- waves during tests.









Sandpit: 5 m x 5 m x 3 m deep, capable of performing large-scale tests.























Research

Research Foci

  • Constitutive modeling of unsaturated soils
  • Physical modeling of soil-structure interaction
  • Ground improvement
  • Real-time measurement of shear zone development in soils using TDR (Time Domain Reflectometry)
  • Non-destructive evaluation (NDE) of deep foundations and bridge decks
  • Field and laboratory characterization of geo-materials
  • Magnitudes of prehistoric earthquakes from the study of paleoliquefaction features
  • Field performance of culvert pipe











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