Zobrazeno 1 - 10 of 28 pro vyhledávání: '"R D Holtz"'
3
Performance of Geotextile Separators Five Years after Installation
Autor: R. D. Holtz, P. J. Black
Publikováno v: Journal of Geotechnical and Geoenvironmental Engineering. 125:404-412
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 table, and heavy logging truck
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::f07eeb084489d525b0c0ce847fab30da
https://doi.org/10.1061/(asce)1090-0241(1999)125:5(404)
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4
Determining Relative Density of Sands from CPT Using Fuzzy Sets
Autor: X. H. Huang, C. H. Juang, J. W. Chen, R. D. Holtz
Publikováno v: Journal of Geotechnical Engineering. 122:1-6
Significant discrepancy exists among the available correlations that are commonly used for determining relative density using cone penetration test (CPT) data. These correlations recognize the difference in sand compressibility and its effect on CPT
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::14ad505d3bacf788cceece501278c9f2
https://doi.org/10.1061/(asce)0733-9410(1996)122:1(1)
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6
Laboratory Study of Pressuremeter Tests in Clays
Autor: J. L. Chameau, An-Bin Huang, R. D. Holtz
Publikováno v: Journal of Geotechnical Engineering. 117:1549-1567
The paper describes the details of a study and provides suggestions for improving the way pressuremeter tests are conducted, and their interpretation in cohesive soils. The laboratory techniques developed in this study provided a highly controlled an
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::e97be863418260653df752529ab4c5ce
https://doi.org/10.1061/(asce)0733-9410(1991)117:10(1549)
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8
Effect of Disturbance on Pressuremeter Results in Clays
Autor: R. D. Holtz, J. L. Chameau, A. G. Altschaeffl, S. Prapaharan
Publikováno v: Journal of Geotechnical Engineering. 116:35-53
The installation of the pressuremeter probe in the ground causes disturbance to the adjacent soil, resulting in the formation of an annular zone of remolded soil around the probe. In the conventional pressuremeter test, disturbance is caused by tempo
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::59f153e5068dbda100e3e3de76739620
https://doi.org/10.1061/(asce)0733-9410(1990)116:1(35)
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9
FWD Analysis of Pavement Sections with Geotextile Separators
Autor: R. D. Holtz, B. M. Collins, J. P. Mahoney
Publikováno v: Advances in Pavement Engineering.
In an effort to quantify the contribution of geotextile separators to the long -term performance of pavement sections, falling weight deflectometer (FWD) testing was carried out over a 12-year period at a test section in southwest Washington State. F
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::7152bfd58b3db2265a31c9ed7097f957
https://doi.org/10.1061/40776(155)26
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10
Seismic Response of Reinforced Steep Soil Slopes: Results of a Shaking Table Study
Autor: A Perez, R D Holtz
Publikováno v: Geotechnical Engineering for Transportation Projects.
A series of shaking table tests were performed at the University of Washington as part of a larger investigation of the seismic response of geosynthetic reinforced soil (GRS) slopes. The model slopes, 4 ft in height, were constructed with a wrapped f
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::1ef8879d40826bbe36295af3bc8996bf
https://doi.org/10.1061/40744(154)159
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