University of Notre Dame - MS Thesis

null
Preliminary Design of Dynamic Direct Shear Device

Michigan Technological University

null
Mechanics of Slide Dams: Investigation of creation of dams by blasting material from canyon walls.

University of Michigan

null
Isolation of Vibrations by Barriers: Full scale and model studies of parameters affecting effectiveness of slit trenches and cylindrical holes as barriers to seismic surface waves.

Field Measurement of Dynamic Soil Properties: Adoption of cross-hole seismic method from seismology for use in geotechnical engineering.

Holographic Interferometry: First application of holographic interferometry to investigation of basic wave propagation and surface wave propagation in region of barriers.

Response of Pile Foundations to Dynamic Loads: Full scale and model tests on both single piles and pile groups in both sand and clay.

Vibrations and ground settlement from Pile Driving:  Close-in measurement of ground vibration during pile driving.

Dynamic Properties of Soils: Laboratory and field measurement of compression and shear wave velocity and shear modulus of soils at both low and high amplitudes.

Development of SASW Method: Applications of FFT to evaluate shear modulus of layered media, method known as Spectral-Analysis-of-Surface-Waves (SASW).

Cone Penetrometer & Dilatometer: Study of use of penetrometer for identification of soils, and dilatometer for determination of Ko.

Grouting of Soils for Liquefaction Mitigation: Measurement of properties of grouted soils and development of economical methods of grouting to prevent liquefaction during earthquakes.

Foam Grouting to Remediate Wastes in the Ground: Discovery and development of surfactant foam grouting techniques which cleanses 99% of NAPLS and DNAPLS from contaminated soils.

Applications of Geophysics to Geoenvironmental Engineering: Selection of geophysical techniques which can be effectively applied in environmental problems.

System Director, Development of National Geotechnical Experimentation Sites: These sites are intended to reduce the site characterization costs for in situ experimentation in geotechnical engineering and geophysics.