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| 115-1 | 1 | AN ENGINEERING GEOMORPHOLOGY ASSESSMENT OF NEW MINIA CITY, EGYPT, USING GIS: ALY, Mohamed, Department of Geology & Geophysics, Texas A&M Univ, College Station, TX 77843-3115, aly@tamu.edu, DEGENHARDT, John J. Jr, Department of Geography and Office of the Dean of Graduate Studies, Texas A&M University, College Station, TX 77843-3147, and GIARDINO, John R., Office of the Dean of Graduate Studies and Department of Geology & Geophysics, Texas A&M University, College Station, TX 77843-1113 |
| 115-2 | 2 | ENGINEERING GEOLOGY OF THE HIGH SAVERY DAM SITE, CARBON COUNTY, WYOMING: VARGO, Ana G.1, PLUMLEY, Patrick S.2, and YADON, Doug M.1, (1) Short Elliott Hendrickson Inc, 2637 Midpoint Drive, Suite F, Fort Collins, CO 80525, avargo@sehinc.com, (2) Plumley and Associates, Inc, 1307 Paragon Place, Fort Collins, CO 80525 |
| 115-3 | 3 | ROCK SLOPE FAILURE DURING THE 1999 CHI-CHI EARTHQUAKE, TAIWAN: AN EXAMPLE OF TOPOGRAPHIC AMPLIFICATION EFFECTS?: SEPULVEDA, Sergio A.1, MURPHY, William1, and PETLEY, David N.2, (1) School of Earth Sciences, University of Leeds, Leeds, LS2 9JT, United Kingdom, s.sepulveda@earth.leeds.ac.uk, (2) Department of Geography, University of Durham, Durham, DH1 3LE, United Kingdom |
| 115-4 | 4 | THE INTERNAL STRUCTURE OF ROCK GLACIERS AND GEOMORPHOLOGIC INTERPRETATIONS: YANKEE BOY BASIN, CO, USA AND HIORTHFJELLET AND PRINS KARLS FORLAND, SVALBARD: DEGENHARDT, John J. Jr1, GIARDINO, John R.2, BERTHLING, Ivar3, ISAKSEN, Ketil4, ØDEGÅRD, Rune5, and SOLLID, Johan Ludvig3, (1) High Alpine Research Program (HARP) and Department of Geography, Texas A&M University, College Station, TX 77843-3147, degenjj@tamu.edu, (2) High Alpine Research Program (HARP), Office of the Dean of Graduate Studies and Department of Geology & Geophysics, Texas A&M University, College Station, TX 77843-1113, (3) Department of Physical Geography, University of Oslo, P.O. Box 1042, Blindern, Oslo, N-0316, Norway, (4) Climatology Division, Norwegian Meteorological Institute, P.O. Box 43, Blindern, Oslo, N-0313, Norway, (5) Gjøvik University College, P. O. Box 191, Gjøvik, N-2802, Norway |
| 115-5 | | Paper Withdrawn |
| 115-6 | 6 | FORENSIC GROUND PENETRATING RADAR FOR DELINEATION OF HISTORIC GRAVESITES FAYETTEVILLE, TX USA: PIERCE, Carl J. Jr, Geology/Geophysics, Texas A&M Univ, 3115 TAMU, Halbouty Bldg, College Station, TX 77843, cjp8404@geo.tamu.edu. |
| 115-7 | 7 | THE CANTERBURY CASTLE LANDSLIDE, PORTLAND, OREGON: A CASE HISTORY OF WHEN IT IS GOOD TO BUILD ON AN OLD LANDSLIDE SITE AND RECENT CRACK MONITORING OF THE CASTLE: BURNS, Scott F.1, CARPENTER, Kyle2, and SUMMERS, Renee2, (1) Geology Department, Portland State Univ, P.O. Box 751, Portland, OR 97207, burnss@pdx.edu, (2) Dept. of Civil Engineering, Portland State Univ, P.O. Box 751, Portland, OR 97207 |
| 115-8 | 8 | MEETING THE CHALLENGES OF CHARACTERIZING SUBSURFACE CONDITIONS IN BOULDERY TERRAIN: SHALLER, Philip J., Exponent® Failure Analysis Associates, 320 Goddard, Suite 200, Irvine, CA 92618, pshaller@exponent.com, MEDLEY, Edmund, Exponent® Failure Analysis Associates, 149 Commonwealth Drive, Menlo Park, CA 94025, and SUTARWALA, Seema, Exponent® Failure Analysis Associates, 5401 McConnell Avenue, Los Angeles, CA 90066 |
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