Zobrazeno 1 - 10
of 94
pro vyhledávání: '"Kenneth L. Lee"'
Autor:
Richard, Kijowski, Humberto G, Rosas, Kenneth S, Lee, Kenneth L, Lee, Arnold, Cheung, Alejandro, Munoz del Rio, Ben K, Graf
Publikováno v:
American Journal of Roentgenology. 202:585-592
The objective of our study was to retrospectively compare the MRI characteristics of surgically confirmed healed and unhealed peripheral vertical meniscal tears.The study group consisted of 64 patients with 86 peripheral vertical meniscal tears diagn
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1be533a6cf1b57202c3a249992d68cf1
https://doi.org/10.2214/ajr.13.11496
https://doi.org/10.2214/ajr.13.11496
Experimental data for material plasticity and failure model calibration and validation were obtained from 6061-T651 aluminum, in the form of a 4-in. diameter extruded rod. Model calibration data were taken from smooth tension, notched tension, and sh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::16e30ca4c9ba3271ada14ecb23d239c7
https://doi.org/10.2172/1324300
https://doi.org/10.2172/1324300
The work reported here was conducted to address issues raised regarding mechanical testing of attachment screws described in SAND2005-6036, as well as to increase the understanding of screw behavior through additional testing. Efforts were made to ev
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ae3e6b2d0fa23852c6d206e18f35747b
https://doi.org/10.2172/890602
https://doi.org/10.2172/890602
Experimental data for material plasticity and failure model calibration and validation were obtained from 304L stainless steel. Model calibration data were taken from smooth tension, notched tension, and compression tests. Model validation data were
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::068cc5517c9a6e09eb832f25622594ce
https://doi.org/10.2172/901707
https://doi.org/10.2172/901707
Autor:
Jean Binquet, Kenneth L. Lee
Publikováno v:
Journal of the Geotechnical Engineering Division. 101:1241-1255
Results are presented for some 65 bearing capacity tests using a 3-in. (75-mm) wide strip footing on sand reinforced with strips of aluminum foil. Three foundation conditions are considered: (1) Uniform density sand to large depth; (2) sand overlying
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::19f0c081e3ee722b32e9c94172575724
https://doi.org/10.1061/ajgeb6.0000219
https://doi.org/10.1061/ajgeb6.0000219
Autor:
Aurelio Albaisa, Kenneth L. Lee
Publikováno v:
Journal of the Geotechnical Engineering Division. 100:387-406
Volume change measurements following cyclic loading triaxial tests on saturated sands provided data for estimating the settlement induced in a layer of saturated sand subjected to an earthquake. Expected settlements for well-designed fills where liqu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::62269c9336768e0dbedd590c132fd119
https://doi.org/10.1061/ajgeb6.0000034
https://doi.org/10.1061/ajgeb6.0000034
Publikováno v:
Journal of the Geotechnical Engineering Division. 101:651-688
The February 9, 1971 earthquake in San Fernando Valley, California, caused slides in the embankments of two old adjacent hydraulic fill dams. At the 140-ft high Lower dam, the entire upstream face slid into the reservoir leaving only 5 ft of freeboar
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b2778427d1dd50e64383b8aa50dc6d6d
https://doi.org/10.1061/ajgeb6.0000178
https://doi.org/10.1061/ajgeb6.0000178
Autor:
Jean Binquet, Kenneth L. Lee
Publikováno v:
Journal of the Geotechnical Engineering Division. 101:1257-1276
Laboratory data from some 65 small scale strip footing bearing capacity tests were used as a basis to develop an analytical procedure of predicting the load-settlement and ultimate bearing capacity of a strip footing on sand which contains horizontal
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::06280a716176064501469a32f51512cc
https://doi.org/10.1061/ajgeb6.0000220
https://doi.org/10.1061/ajgeb6.0000220
Autor:
Kenneth L. Lee, Frank J. Vernese
Publikováno v:
Journal of the Geotechnical Engineering Division. 104:705-719
Cyclic triaxial tests were performed on various soils at different densities and different consolidation pressures, using regular and lubricated ends to explore the possible effect of end restraint...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1d53a6c71e470d28b67525da1d291580
https://doi.org/10.1061/ajgeb6.0000644
https://doi.org/10.1061/ajgeb6.0000644