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Books by Waterways Experiment Station (U.S.). Soils and Pavements Laboratory:

Books in the extended shelves:

• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: Climatic effects on airport pavement systems state of the art (Dept. of Transportation, Federal Aviation Administration, Systems Research and Development Service ;, 1976), also by Barry J. Dempsey and United States. Federal Aviation Administration. Systems Research and Development Service (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: Compaction characteristics of earth-rock mixtures : report 1 : Vicksburg silty clay and Degray Dam clayey sandy gravel (Waterways Experiment Station ;, 1973), also by Robert T. Donaghe, Frank C. Townsend, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: Condition survey, Forney Army Airfield, Fort Leonard Wood, Missouri (Waterways Experiment Station, 1972), also by Philip J. Vedros, Ralph D. Jackson, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: Condition survey, Redstone Army Airfield, Huntsville, Alabama (Waterways Experiment Station, 1972), also by Philip J. Vedros, Samuel J. Alford, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: Condition survey, Robert Gray Army Airfield, Fort Hood, Texas (Waterways Experiment Station, 1973), also by Philip J. Vedros, Ralph D. Jackson, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: Design and construction of continously reinforced concrete airport pavements : final report (Dept. of Transportation, Federal Aviation Administration, Systems Research and Development Service ;, 1977), also by Gary G. Harvey and United States. Federal Aviation Administration. Systems Research and Development Service (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: Effect of loading rate on the stress-strain characteristics of a clay shale in unconsolidated-undrained triaxial compression (Waterways Experiment Station, 1973), also by Randy A. Knott and United States. Defense Nuclear Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: Effect of variation in conventional soil properties on dynamic constrained modulus for several glacial tills (U.S. Army Engineer Waterways Experiment Station, 1973), also by Hugh M. Taylor (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: Evaluation of Dow Chemical Company extruded aluminum 4-piece 4- by 4-ft landing mat (MX18-E) (Waterways Experiment Station, 1973), also by D. W. White and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: Evaluation of Dow Chemical extruded truss-web landing mat (Waterways Experiment Station, 1972), also by D. W. White and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: An evaluation of expedient methodology for identification of potentially expansive soils (Dept. of Transportation, Federal Highway Administration, Offices of Research and Development, 1977), also by Donald R. Snethen, David M. Patrick, Lawrence D. Johnson, and United States Federal Highway Administration (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: Evaluation of Goodyear medium-duty aluminum honeycomb landing mat (Waterways Experiment Station, 1973), also by Gordon L. Carr and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: Evaluation of Harvey Aluminum 1- by 12-ft extruded light-duty landing mat with symmetrical butt-type end connectors (Waterways Experiment Station, 1972), also by Hugh L. Green, Kirtland Air Force Base United States. Air Force Weapons Laboratory, and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: Evaluation of Kaiser MX19-B and MX19-C aluminum honeycomb landing mat (Waterways Experiment Station, 1973), also by Gordon L. Carr, Dave A. Ellison, and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: Evaluation of XM20 and XM20E1 landing mats under heavy-duty load (Waterways Experiment Station, 1972), also by Carroll J. Smith and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: Fault assessment in earthquake engineering (Waterways Experiment Station, 1974), also by E. L. Krinitzsky and Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: Geology and geotechnical properties of laterite gravel ([Dept. of Defense], Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1976), also by Ellis L. Krinitzsky, Frank C. Townsend, and David M. Patrick (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: Hydrostatic and shear responses of two tuff materials under various rates of stress (Waterways Experiment Station, 1972), also by J. Q. Ehrgott and United States. Defense Nuclear Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: In situ tests for the determination of rock mass shear strength (U.S. Army Engineer Waterways Experiment Station, Soils and Pavements Laboratory, 1972), also by T. W. Zeigler (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: Investigation of relief wells, Mississippi River levees, Alton to Gale, Illinois (Waterways Experiment Station, 1972), also by Raymond Lawree Montgomery and United States. Army. Corps of Engineers. St. Louis District (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: An investigation of the natural microscale mechanisms that cause volume change in expansive clays (Dept. of Transportation, Federal Highway Administration, Offices of Research & Development ;, 1977), also by D R. Snethen, D M Patrick, L D Johnson, and United States Federal Highway Administration (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: Missile-site ground cover (Waterways Experiment Station, 1973), also by James W. Carr and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: Movement of variable-density inclusions in wet sand under blast loading (Waterways Experiment Station, 1972), also by Edward B. Perry and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: Porous friction surface course : interim report, December 1971-September 1973 (Dept. of Defense, Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1975), also by Thomas D. White and United States. Federal Aviation Administration. Systems Research and Development Service (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: Results of two free-field code calculations versus field measurements for the Distant Plain 1A Event (Waterways Experiment Station, 1973), also by B. R. Phillips, George Y. Baladi, and United States. Defense Nuclear Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: State-of-the-art for assessing earthquake hazards in the United States. (U.S. Army Engineer Waterways Experiment Station, Soils and Pavements Laboratory, 1973), also by Otto W. Nuttli, E. L. Krinitzsky, Jack L Walper, and Frank K. Chang (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: State-of-the art for assessing earthquake hazards in the United States. Report I, Design earthquakes for the Central United States (U.S. Army Engineer Waterways Experiment Station, 1973), also by Otto W. Nuttli and Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: State-of-the-art for prediction of pavement response : final report (U.S. Army Engineer Waterways Experiment Station, 1975), also by John E. Crawford, Michael G. Katona, United States Army Corps of Engineers, and United States Federal Aviation Administration (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: State-of-the-art in predicting pavement reliability from input variability : final report (U.S. Army Engineer Waterways Experiment Station, 1975), also by W. Ronald Hudson, United States Army Corps of Engineers, and United States Federal Aviation Administration (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: State-of-the-art in variability of material properties for airport pavement systems : final report ([Federal Aviation Administration] ;, 1975), also by Thomas William Kennedy, B. Frank McCullough, W. Ronald Hudson, ARE Inc, United States Federal Aviation Administration, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.). Soils and Pavements Laboratory: Structural design of pavements for light aircraft / Donald M. Ladd, Frazier Parker, Jr., A. Taboza Pereira. (Dept. of Transportation, Federal Aviation Adminstration, Systems Research & Development Service ;, 1976), also by Donald M. Ladd, A. Taboza Pereira, Frazier Parker, and United States. Federal Aviation Administration. Systems Research and Development Service (page images at HathiTrust)

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