Zobrazeno 1 - 10
of 315
pro vyhledávání: '"L. David Suits"'
Autor:
L. David Suits
Publikováno v:
Geosynthetics, Forging a Path to Bona Fide Engineering Materials.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8e0efb97dfed4a92a32adb197b2f97cf
https://doi.org/10.1061/9780784480182.021
https://doi.org/10.1061/9780784480182.021
Autor:
S.R. Allen, P.E. Ashley Mac Millan, T. Bauters, D. Bérubé, D. Cazzuffi, J.C. Chai, B.R. Christopher, L. David Suits, A.N. Desai, O. Detert, N. Dixon, A. Filshill, G. Fowmes, M. Frost, B. Garner, H. Hangen, M. Heibaum, C.W. Hsieh, Y.G. Hsuan, W. Huang, N. Ivy, H.-Y. Jeon, Ravi Kant, G.R. Koerner, R.M. Koerner, A.A. Lavasan, C.R. Lawson, M.C. Mandaglio, N. Moraci, D. Narejo, J. Raja, P. Rimoldi, P. Saunier, L.R. Schimmel, C.J. Sprague, J.E. Sprague, G.T. Torosian, H. Zanzinger
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f157d08ebbd0bdda519246eb0957d27f
https://doi.org/10.1016/b978-0-08-100221-6.01002-0
https://doi.org/10.1016/b978-0-08-100221-6.01002-0
Autor:
L. David Suits
In the mid to late 1960s, the use of synthetic polymeric materials, then called civil engineering fabrics or filter fabrics, among several similar designations, began to have a recognized use in civil and geotechnical engineering projects. They were
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::392b6f07a26643ec387adf9c690fcd46
https://doi.org/10.1016/b978-0-08-100221-6.00005-x
https://doi.org/10.1016/b978-0-08-100221-6.00005-x
Autor:
L David Suits, Y. Grace Hsuan
Publikováno v:
Geotextiles and Geomembranes. 21:111-122
The current accelerated weathering methods, which include two laboratory weatherometers and one outdoor method, are described together with the natural outdoor exposure method. The correlation between various accelerated methods and the natural outdo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4607d2aac2762096f5cabb83b3f9c220
https://doi.org/10.1016/s0266-1144(02)00068-7
https://doi.org/10.1016/s0266-1144(02)00068-7
The Soil Mechanics Bureau of the New York State Department of Transportation has carried out an extensive testing program over the past two years to determine the relative effectiveness of several types of prefabricated "wick" drains in the laborator
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ee2c8739eabab1ac7fd7e37f17ddd021
https://doi.org/10.1520/stp34640s
https://doi.org/10.1520/stp34640s
Autor:
R.W. Sarsby, Robert M. Koerner, H.L. Bowman, Steven W. Perkins, G.R. Koerner, Y.G. Hsuan, R.M. Koerner, L. David Suits, C.J.F.P. Jones, Jonathan Fannin, Wilhelm Wilmers, T. Meggyes, Helmut Zanzinger, G. James, P.E. Collin, Derek Smith
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fdb1fd10734dceef87a4819e2031d025
https://doi.org/10.1016/b978-1-85573-607-8.50015-1
https://doi.org/10.1016/b978-1-85573-607-8.50015-1
Publikováno v:
IndraStra Global.
Compaction as a practical means of achieving the desired strength, compressibility, and permeability characteristics of fine-grained soils has been appreciated since the time early earth structures were built. In this paper, simple phenomenological r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4431794131d6c4b49ba4c37a447d3e2f
https://igi.indrastra.com/items/show/190229
https://igi.indrastra.com/items/show/190229
Publikováno v:
Geotechnical Testing Journal
Geotechnical Testing Journal, ASTM International, 2004, 27 (6), pp.557-567. ⟨10.1520/GTJ11582⟩
Geotechnical Testing Journal, ASTM International, 2004, 27 (6), pp.557-567. ⟨10.1520/GTJ11582⟩
International audience; A laboratory experimental bench suiting the evolution survey of little concentrated materials in the course of deposition is presented here. The materials concerned can be in formation soils (mud) or any other fine granular ma
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::586cb953d2392dabfe7723b9fa5fe488
https://hal.archives-ouvertes.fr/hal-01006838/document
https://hal.archives-ouvertes.fr/hal-01006838/document
Influence of matric suction on the results of plate load tests performed on a lateritic soil deposit
Publikováno v:
Repositório Institucional da USP (Biblioteca Digital da Produção Intelectual)
Universidade de São Paulo (USP)
instacron:USP
Universidade de São Paulo (USP)
instacron:USP
The performance of foundation systems on unsaturated soil deposits is considerably influenced by variations of the negative pore-water pressure (i.e., matric suction) distribution within the soil mass due to local microclimate conditions. Although si
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::95bd80943cfa458246b5b068bbb44288