The Online Books Page

Books by Lawrence D. Johnson:

Books in the extended shelves:

• Johnson, Lawrence D.: Analysis of behavior of expansive soil foundations (U.S. Waterways Experiment Station, 1976), also by William R. Stroman and United States Army Corps of Engineers (page images at HathiTrust)
• Johnson, Lawrence D.: 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, Waterways Experiment Station (U.S.). Soils and Pavements Laboratory, and United States Federal Highway Administration (page images at HathiTrust)
• Johnson, Lawrence D.: Evaluation of laboratory suction tests for prediction of heave in foundation soils : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1977), also by H. Bolton Seed and Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Johnson, Lawrence D.: Field test sections on expansive soil : final report (The Station, 1981), also by Geotechnical Laboratory (U.S.) and United States. Army. Office of the Chief of Engineers (page images at HathiTrust)
• Johnson, Lawrence D.: Finite element analysis of a reinforced earth wall : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1977), also by Mosaid M. Al-Hussaini, Waterways Experiment Station (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Johnson, Lawrence D.: Mathematical model for predicting the consolidation of dredged material in confined disposal areas : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1976), also by Environmental Effects Laboratory (U.S. Army Engineer Waterways Experiment Station), Soils and Pavements Laboratory (U.S.), Dredged Material Research Program (U.S.), United States Army Corps of Engineers, and Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Johnson, Lawrence D.: Measurement of horizontal and vertical swell pressures from a triaxial laboratory test : a feasibility study ([U.S. Army Engineer Waterways Experiment Station] ;, 1987), also by United States. Assistant Secretary of the Army (R & D) and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Johnson, Lawrence D.: Methodology for design and construction of drilled shafts in cohesive soils (The Office ;, 1984), also by United States Army Corps of Engineers (page images at HathiTrust)
• Johnson, Lawrence D.: Overview for design and construction of drilled shafts in cohesive soils (U.S. Army Engineer Waterways Experiment Station ;, 1981), also by Mosaid M. Al-Hussaini, Walter C. Sherman, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Johnson, Lawrence D.: Overview for design of foundations on expansive soils (U.S. Army Engineer Waterways Experiment Station, 1979), also by Geotechnical Laboratory (U.S.) and United States Army Corps of Engineers (page images at HathiTrust)
• Johnson, Lawrence D.: Predicting potential heave and heave with time in swelling foundation soils (U.S. Army Engineer Waterways Experiment Station, 1978), also by United States Army Corps of Engineers and Geotechnical Laboratory (U.S.) (page images at HathiTrust)
• Johnson, Lawrence D.: Swell behavior of NAF-11 Sigonella foundation soil : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1977), also by Waterways Experiment Station (U.S.) and United States. Army. Corps of Engineers. Europe Division (page images at HathiTrust)
• Johnson, Lawrence D.: Users̓ guide for computer program HEAVE (Vicksburg, Miss. : Geotechnical Laboratory, U.S. Army Engineer Waterways Experiment Station, 1982., 1982), also by United States. National Technical Information Service, Geotechnical Laboratory (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)

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