Zobrazeno 1 - 9
of 9
pro vyhledávání: '"H. L. Gill"'
Publikováno v:
Gefäßmedizin Scan. :44-44
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::99c7d9211ac7a494604faa84f415de3a
https://doi.org/10.1055/s-0034-1378051
https://doi.org/10.1055/s-0034-1378051
Publikováno v:
Journal of the Structural Division. 90:39-61
The objective of the work represented by this report was to gain information which will serve as a guide in developing design method for underground structures. In pursuit of this goal, preliminary tests have been conducted on small buried arches to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9aca8d37394dbda09c4149b80b3d96dc
https://doi.org/10.1061/jsdeag.0001164
https://doi.org/10.1061/jsdeag.0001164
Autor:
Melvin T. Davisson, H. L. Gill
Publikováno v:
Journal of the Soil Mechanics and Foundations Division. 89:63-94
The effect of a two-layer soil system on the behavior of a laterally loaded pile is investigated analytically in nondimensional terms. A modulus of subgrade reaction is used to define the soil stiffness; the stiffness of the surface layer is defined
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b01a5c4298d41e68daad40fd6eb67c1a
https://doi.org/10.1061/jsfeaq.0000521
https://doi.org/10.1061/jsfeaq.0000521
Autor:
K. R. Demars, H. L. Gill
Quantitative information on the response of soil in natural deposits to lateral loadings was obtained by the performance of field tests in conjunction with theoretical studies and in-situ and laboratory determinations. The field tests utilized a segm
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::00fc7504be10072eecf7fa632357ac23
https://doi.org/10.21236/ad0705989
https://doi.org/10.21236/ad0705989
Autor:
H L Gill
Seven lateral-plate bearing tests were performed in moist beach sand at six different depths from 1 to 9 ft. In addition, 25 rigid-pile tests were performed in the same soil with pile widths ranging from 1 to 16 in. and embedment depths from 12 to 66
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4ed476cf73d87d10b558ae9564cf8b8d
https://doi.org/10.21236/ad0444370
https://doi.org/10.21236/ad0444370
Autor:
H. L. Gill, J. R. Allgood
This research was performed to obtain information on the behavior of shallow-buried cylinders subjected to static and blast loads in support of the task objective of gaining knowledge to provide guidelines for developing design methods for undergroun
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::398907579427f11e349b6aaf0a6fe131
https://doi.org/10.21236/ad0452683
https://doi.org/10.21236/ad0452683
Autor:
D C Roberts, H L Gill
Publikováno v:
Southern Economic Journal. 55:662
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::30e96ebe3b267d68255ec59dbe1a661f
https://doi.org/10.2307/1059580
https://doi.org/10.2307/1059580
Autor:
Melvin T. Davisson, H. L. Gill
Publikováno v:
Journal of the Soil Mechanics and Foundations Division. 90:165-165
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e9b3890a4a323b1bcd3a7d7e74d97fd3
https://doi.org/10.1061/jsfeaq.0000669
https://doi.org/10.1061/jsfeaq.0000669