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    Effect of Soil Type on Standard Penetration Test Input Energy 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 004
    Author(s): Peter J. Bosscher; Dale R. Showers
    Publisher: American Society of Civil Engineers
    Abstract: Due to the frequent use of the standard penetration test, efforts have been made to standardize the test using energy measurements with electronic calibrators. These calibrators integrate the force-time waveform over the ...
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    Soil Arching in Sandy Slopes 

    Source: Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 006
    Author(s): Peter J. Bosscher; Donald H. Gray
    Publisher: American Society of Civil Engineers
    Abstract: Recently soil arching theory has been extended to the study of forces and stresses exerted by a yielding soil mass against discrete piles embedded in a slope and extending into a firm, non‐yielding base. Many uses of ...
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    Measurement and Analysis of Jointing Properties in Fine‐grained Soils 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 007
    Author(s): Peter J. Bosscher; Douglas E. Connell
    Publisher: American Society of Civil Engineers
    Abstract: Jointing can have significant effects on the permeability, shear strength, compressibility, and slope stability of fine‐grained soils. Field measurement of jointing characteristics is an important step in the development ...
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    Frictional Properties between Sand and Various Construction Materials 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 009
    Author(s): Peter J. Bosscher; Carlos Ortiz G.
    Publisher: American Society of Civil Engineers
    Abstract: The purpose of this research was to determine the frictional characteristics of various bedrocks and construction materials against sand under cyclic loading. Laboratory testing was conducted using a direct shear device ...
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    Influence of Discontinuous Joints on Permeability 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 011
    Author(s): Peter J. Bosscher; Glenn P. Bruxvoort; Thomas E. Keiley
    Publisher: American Society of Civil Engineers
    Abstract: Extensive jointing is a fabric feature that is common to many finegrained soils with high clay content. Both naturally occurring and recompacted soil deposits have been known to exhibit extensively jointed fabrics. Jointing ...
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    Design of Highway Embankments Using Tire Chips 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 004
    Author(s): Peter J. Bosscher; Tuncer B. Edil; Senro Kuraoka
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes research undertaken to develop design procedures for using shredded scrap tires as a lightweight fill material in highway construction. The benefits of using scrap tires are particularly enhanced if ...
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    Water Balance Modeling of Earthen Final Covers 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 008
    Author(s): Milind V. Khire; Craig H. Benson; Peter J. Bosscher
    Publisher: American Society of Civil Engineers
    Abstract: Hydrologic data measured from two earthen final cover test sections constructed on actual landfill final covers are presented with predictions made using two water balance models (HELP and UNSAT-H). Both test sections were ...
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    Field Data from a Capillary Barrier and Model Predictions with UNSAT-H 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 006
    Author(s): Milind V. Khire; Craig H. Benson; Peter J. Bosscher
    Publisher: American Society of Civil Engineers
    Abstract: Water balance data are presented from a capillary barrier test section located on the final cover of a municipal solid waste landfill in a semiarid region (E. Wenatchee, Washington, U.S.). Water balance and meteorological ...
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    Capillary Barriers: Design Variables and Water Balance 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 008
    Author(s): Milind V. Khire; Craig H. Benson; Peter J. Bosscher
    Publisher: American Society of Civil Engineers
    Abstract: Water balance simulations were conducted with the unsaturated flow model UNSAT-H to assess how layer thicknesses, unsaturated hydraulic properties, and climate affect the performance of capillary barriers. Simulations were ...
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    Comparison of Load Restriction Timings Determined Using FHwA Guidelines and Frost Tubes 

    Source: Journal of Cold Regions Engineering:;1996:;Volume ( 010 ):;issue: 001
    Author(s): Nazli Yesiller; Craig H. Benson; Peter J. Bosscher
    Publisher: American Society of Civil Engineers
    Abstract: The Federal Highway Administration (FHwA) method and frost-tube measurements are used in Wisconsin to determine the timing and duration of spring load restrictions. In both methods, depth of freeze or thaw is used to ...
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