Zobrazeno 1 - 10
of 19
pro vyhledávání: '"W. D. Carrier"'
Autor:
W. D. Carrier
Publikováno v:
Géotechnique. 56:657-659
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::57abd414b9a072d85ec06639f8bb231c
https://doi.org/10.1680/geot.2006.56.9.657
https://doi.org/10.1680/geot.2006.56.9.657
Publikováno v:
Journal of Environmental Quality. 23:671-676
Radium-226 is a naturally occurring radionuclide found in reclaimed clay and sand tailing from phosphate mining. Field studies were conducted to investigate the effects of sand/clay ratio (SCR), Ca supplement and organic amendments on the {sup 226}Ra
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c23a2266be23f1f98f7085d6497bf7e4
https://doi.org/10.2134/jeq1994.00472425002300040008x
https://doi.org/10.2134/jeq1994.00472425002300040008x
Syncrude Canada Ltd. has developed self-weight consolidation tests with specimens 10 m high and 1 m in diameter. Used in a research and development program on oil sand waste slurry disposal, these large-scale tests determine whether or not the slurry
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0cb673cce0a88b479e11770e7187c40c
https://doi.org/10.1520/stp34631s
https://doi.org/10.1520/stp34631s
Autor:
Dayakar Penumadu, D. Chan, Dobroslav Znidarčić, H. Winterwerp, W. D. Carrier, G. C. Sills, G. Bartholomeeusen, S. Masala, H. Lin, L. M. Merckelbach, R. Pyke, W. Van Kesteren
Large-strain consolidation theory is widely used for the management of dredged disposal sites. The theory is universally accepted to deal with this problem, though the determination of the material properties is not yet standardised. Decisions made o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4f641dc6cecad8736a80dd5727d0a7f7
https://www.bib.irb.hr/138682
https://www.bib.irb.hr/138682
Autor:
J. F. Beckman, W. D. Carrier
Publikováno v:
Géotechnique. 35:223-229
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::87a1a8a8c522d79ea82e6442c6dcf823
https://doi.org/10.1680/geot.1985.35.2.223
https://doi.org/10.1680/geot.1985.35.2.223
Autor:
W. D. Carrier
Publikováno v:
The Moon. 10:183-194
Preliminary depth relationships are presented for the Apollo 15, 16 and 17 drill core samples. For a given depth in any of these drill stems, thein situ lunar surface depth can be estimated. Ranges of uncertainty are also established, based on percen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::53c70a8e3ac721ef294bfac59848c290
https://doi.org/10.1007/bf00655719
https://doi.org/10.1007/bf00655719
Autor:
W. D. Carrier, J. E. Lawver
Publikováno v:
Mining, Metallurgy & Exploration. 1:198-204
During the past 20 years, millions of dollars in research effort have been spent to improve methods of phosphate clay dewatering and disposal. Although to date no proven large-scale system has been developed that mill result in ultimate below ground
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d669a0ee322ff858b76b389231eb3b5a
https://doi.org/10.1007/bf03402578
https://doi.org/10.1007/bf03402578
Autor:
W. D. Carrier, J. T. Christian
Publikováno v:
Géotechnique. 23:596-600
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f9df839e59489b001419930b3b1152dd
https://doi.org/10.1680/geot.1973.23.4.596
https://doi.org/10.1680/geot.1973.23.4.596
Autor:
J. F. Beckman, W. D. Carrier
Publikováno v:
Géotechnique. 34:211-228
Correlations have been developed which relate the compressibility, undrained shear strength, and permeability of remoulded clays to their Atterberg limits and activity. The relationships can be used to model a hydraulic fill, such as fine-grained dre
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d4c86be5434e8d2c7fa48b4322a12f40
https://doi.org/10.1680/geot.1984.34.2.211
https://doi.org/10.1680/geot.1984.34.2.211
Publikováno v:
Journal of the Soil Mechanics and Foundations Division. 99:979-996
TWO OEDOMETER AND THREE DIRECT SHEAR TESTS HAVE BEEN PERFORMED IN VACUUM ON A 200-G SAMPLE OF LUNAR SOIL FROM APOLLO 12 (SAMPLE NO. 12001, 119). IT HAD BEEN EXPECTED THAT THE VACUUM ENVIRONMENT AND CLEAN PARTICLE SURFACES WOULD CAUSE THE LUNAR SOIL T
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::55d5bd3e6310c765aec5358af596eb77
https://doi.org/10.1061/jsfeaq.0001966
https://doi.org/10.1061/jsfeaq.0001966