Technical Report : [263] Collection home page

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Collection's Items (Sorted by Submit Date in Descending order): 21 to 40 of 263
Issue DateTitleAuthor(s)
1999-08Synoptic rounds of groundwater-level data from March 1998 through February 1999 for Aberdeen Proving Ground-Edgewood areaAberdeen Proving Ground (Md.). Environmental Management Division.; Whitten, Charlie B.; Swartzel, Stanley M.; Miller, Samuel P.
1999-08Improving the traction prediction capabilities in the NATO reference mobility model (NRMM)Priddy, Jody D.
2000-03Engineering properties of resin modified pavement (RMP) for mechanistic designLaboratory Discretionary Research Program (U.S.); Anderton, Gary L.
1982-02Engineering geology and geomorphology of streambank erosion. Report 3, The application of waterborne geophysical techniques in fluvial environmentsMay, John R. (John Robert), 1934-
1999-12A case history of embankment failure : geological and geotechnical aspects of the Celotex Levee failure, New Orleans, LouisianaUnited States. Army. Corps of Engineers. Mississippi Valley Division.; Dunbar, Joseph B.; Torrey, Victor H.; Wakeley, Lillian D.
2000-09Sensor technology for weather and terrainHarrell, Andrew W.
2000-05Response of granular layers in flexible pavements subjected to aircraft loadingsSmith, Donald M.
1986-09Geomorphological investigation of the Atchafalaya Basin, Area West, Atchafalaya Delta and Terrebonne Marsh : Volume 2Coastal Engineering Research Center (U.S.); United States. Army. Corps of Engineers. New Orleans District.; Smith, Lawson M.; Britsch, L. D.; Dunbar, Joseph B.
1992-07In situ material characterization for pavement evaluation by the spectral-analysis-of-surface-waves (SASW) methodAlexander, Don R.
1984-02Effects of military traffic on buried, high-pressure pipeUnited States. Army. Infantry Division, 4th.; Fort Carson (Colo.); Potter, John C.
1992-08Stochastic vehicle mobility forecasts using the NATO Reference Mobility Model. Report 1, Basic concepts and proceduresJaycor.; Lessem, Allan S.; Ahlvin, Richard G. (Richard Glen), 1919-; Mason, George L.; Mlakar, Paul F.
1992-08Assessment and selection of an automated electrical resistivity interpretation procedureSimms, Janet E.; Butler, Dwain K.
1992-09Two-dimensional planar geosystems subjected to three-dimensional dynamic loadsUniversity of Texas at Austin. Department of Civil Engineering.; United States. Assistant Secretary of the Army (R & D); Sykora, David W.; Roesset, Jose M.
1981-05Structural analysis computer programs for rigid multicomponent pavement structures with discontinuities--WESLIQID and WESLAYER. Report 2, Manual for the WESLIQID finite element programChou, Yu T.
1986-05Pavement recycling : Facilities Technology Application Test (FTAT) demonstration, FY 84, Fort Gillem, GeorgiaVollor, Timothy W.
1996-11Comparison of idealization schemes for one-dimensional site response analysisUnited States. Department of Energy. Savannah River Operations Office.; Sykora, David W.; Costantino, Carl J.; Heymsfield, Ernest; Abrahamson, Norman A.; Yule, Donald E.; Cameron, Wanda I.
1996-10Assessment of geophysical methods for subsurface geologic mapping, Cluster 13, Edgewood Area, Aberdeen Proving Ground, MarylandGeological Survey (U.S.); Installation Restoration Program (U.S.); Aberdeen Proving Ground (Md.). Directorate of Safety, Health, and Environment.; Butler, Dwain K.; Sharp, Michael K.; Sjostrom, Keith J.; Simms, Janet E.; Llopis, José L.; Fitterman, David V.
1979-07Analysis of grid cell reinforced pavement basesUniversity of California, Berkeley. Department of Civil Engineering.; Mitchell, James K., 1943-; Kao, T-C.; Kavazanjian, Edward.
1996-05A user's guide for creating risk-based mobility products in CAMMS-DWilliamson, Jeff L.; Deliman, Niki C.
1982-03Study to investigate the effects of skin friction on the performance of drilled shafts in cohesive soils. Volumes 1, 2, and 3Woodward-Clyde Consultants.
Collection's Items (Sorted by Submit Date in Descending order): 21 to 40 of 263