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    Discussion of “Quality of Conventional Fixed Piston Samplers of Norwegian Soft Clay” by Michael Long, Nouri El Hadj, and Knut Hagberg 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 004
    Author(s): R. D. Holtz
    Publisher: American Society of Civil Engineers
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    46th Terzaghi Lecture: Geosynthetic Reinforced Soil: From the Experimental to the Familiar 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): R. D. Holtz
    Publisher: American Society of Civil Engineers
    Abstract: The paper begins with a historical review of reinforced soil technology, beginning with nature and the ancients, the development of Terre Armée or Reinforced Earth by Vidal and Lee, and ending with the early uses of ...
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    Performance of Geotextile Separators Five Years after Installation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 005
    Author(s): P. J. Black; R. D. Holtz
    Publisher: American Society of Civil Engineers
    Abstract: During the reconstruction of a state highway in 1991, a full-scale test section was established at a site with a history of poor pavement performance, most likely because of a soft silty clay subgrade, high ground-water ...
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    Discussion of “<i>Time Dependence of Lateral Earth Pressure</i>” by Edward Kavazanjian, Jr., and James K. Mitchell (April, 1984) 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 010
    Author(s): R. D. Holtz; M. B. Jamiolkowski
    Publisher: American Society of Civil Engineers
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    Lessons From Oedometer Tests on High Quality Samples 

    Source: Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 008
    Author(s): R. D. Holtz; M. B. Jamiolkowski; R. Lancellotta
    Publisher: American Society of Civil Engineers
    Abstract: A well planned and carefully executed program of oedometer tests on high quality undisturbed samples is shown to provide considerable practical information about the soil properties of a natural, very stiff clay deposit. ...
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    Laboratory Study of Pressuremeter Tests in Clays 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 010
    Author(s): A. B. Huang; R. D. Holtz; J. L. Chameau
    Publisher: American Society of Civil Engineers
    Abstract: A series of strain‐controlled model pressuremeter tests were performed in cohesive soils inside a calibration chamber. Stress disturbance was introduced by unloading or preloading surrounding soil prior to the pressuremeter ...
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    CK0UC Shear Strength of Normally Consolidated Clays from CIUC Tests 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 003
    Author(s): N. Sivakugan; R. D. Holtz; J. L. Chameau
    Publisher: American Society of Civil Engineers
    Abstract: Because of their practicality and simplicity, consolidated isotropic undrained compression (CIUC) triaxial tests are commonly used in practice to determine the undrained shear strength of cohesive soils, even though CAUC or
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    Anisotropy Studies on Cuboidal Shear Device 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 006
    Author(s): N. Sivakugan; J. L. Chameau; R. D. Holtz
    Publisher: American Society of Civil Engineers
    Abstract: Anisotropy of clays was studied from cuboidal shear tests on two different clays that were artificially sedimented in a slurry consolidometer. These were supplemented by consolidation tests on specimens cut at different ...
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    Closure to “<i>Anisotropy Studies on Cuboidal Shear Device</i>” by N. Sivakugan, J. L. Chameau, and R. D. Holtz (June, 1993, Vol. 119, No. 6) 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 010
    Author(s): N. Sivakugan; J. L. Chameau; R. D. Holtz
    Publisher: American Society of Civil Engineers
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    Approximate Displacement Influence Factors for Elastic Shallow Foundations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 001
    Author(s): Jeffrey A. Fowler; Pedro Arduino; R. D. Holtz; Paul W. Mayne; Harry G. Poulos
    Publisher: American Society of Civil Engineers
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