Zobrazeno 1 - 10
of 21
pro vyhledávání: '"John M. Ting"'
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 127:454-461
Integral abutment bridges (IABs) are jointless bridges where the deck is continuous and connected monolithically with the abutment walls. The biggest uncertainty in the design of these bridges is the reaction of the soil behind the abutments and next
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6f32653490eac645960fda200a32413a
https://doi.org/10.1061/(asce)1090-0241(2001)127:5(454)
https://doi.org/10.1061/(asce)1090-0241(2001)127:5(454)
Publikováno v:
Engineering Computations. 12:99-108
This paper presents the results of a Discrete Element Method study on the influence of particle shape on the strength and deformation behaviour of two dimensional assemblages of ellipse‐shaped particles. Assemblages of particles with varying indivi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3310dd8664be81779f1eb947961f3c0b
https://doi.org/10.1108/02644409510799497
https://doi.org/10.1108/02644409510799497
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 17:603-623
The discrete element method (DEM) models granular materials numerically as a collection of particles rather than as a continuum. Difficulties can arise when using the more common circular and polygonal shapes for modelling real granular materials. In
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d14bccf5c0819307cafd74627c1012aa
https://doi.org/10.1002/nag.1610170902
https://doi.org/10.1002/nag.1610170902
Autor:
John M. Ting, Brent T. Corkum
Publikováno v:
Journal of Computing in Civil Engineering. 6:129-146
The discrete element method treats granular materials numerically as a collection of particles rather than as a continuum. This paper presents the design of an integrated suite of three computer programs that implement the discrete element method usi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::177eaf6b15ef5cdde2e317b3bbce8ffe
https://doi.org/10.1061/(asce)0887-3801(1992)6:2(129)
https://doi.org/10.1061/(asce)0887-3801(1992)6:2(129)
Autor:
John M. Ting
Publikováno v:
Computers and Geotechnics. 13:175-186
With recent research indicating the importance of the rolling mechanism of deformation in granular systems consisting of perfectly round particles, it has become popular to use ellipse-shaped particles in the Discrete Element Method ( DEM ) numerical
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d3edfe98a1739a7541e0648caccbbd2c
https://doi.org/10.1016/0266-352x(92)90003-c
https://doi.org/10.1016/0266-352x(92)90003-c
Publikováno v:
International Journal for Service Learning in Engineering, Humanitarian Engineering and Social Entrepreneurship. 2
Three service-learning projects of various content, workload, and community partnering were identified and implemented in two core and one elective undergraduate courses in the Department of Civil and Environmental Engineering at the University of Ma
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8ec89d6c870e47a479c495d3d1cf7948
https://doi.org/10.24908/ijsle.v2i1.2091
https://doi.org/10.24908/ijsle.v2i1.2091
Autor:
John M. Ting
Publikováno v:
Journal of Geotechnical Engineering. 113:30-45
In the design of vertical piles subjected to lateral dynamic loads, the lateral soil resistance is often represented as a series of discrete springs, each with a nonlinear resistance‐deflection p‐y curve. Owing to the lack of dynamic test data, i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8b1657709e524b68f75cf747b42a6a4b
https://doi.org/10.1061/(asce)0733-9410(1987)113:1(30)
https://doi.org/10.1061/(asce)0733-9410(1987)113:1(30)
Autor:
John M. Ting
Publikováno v:
Canadian Geotechnical Journal. 20:176-182
This technical note examines the nature and consequences of the linear correlation observed between the logarithm of the minimum creep rate, [Formula: see text] and the logarithm of the time to reach this minimum creep rate, tm, in soil, ice, and fro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::007ac81b1b7a2c8de1d1ee2eb9dbcbf7
https://doi.org/10.1139/t83-017
https://doi.org/10.1139/t83-017
Publikováno v:
Journal of Geotechnical Engineering. 115:379-398
The Distinct Element Method (DEM), a numerical technique which treats soil as a discrete assemblage of particles, can be useful when local yield, bifurcation behavior or nonlinear soil‐structure interaction occurs. A two‐dimensional disk‐based
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::39c9acb1fa0045bebef660b60384e24a
https://doi.org/10.1061/(asce)0733-9410(1989)115:3(379)
https://doi.org/10.1061/(asce)0733-9410(1989)115:3(379)
Autor:
John M. Ting
Publikováno v:
Journal of Geotechnical Engineering. 109:1487-1491
Geometric approximations necessary in the Simplified Bishop Method of Slices for slope stability analysis can lead to inadvertent errors. Depending on the method of computation of the slice area and base inclination angle, significant extraneous erro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c43fa4370c5784e39f06fa5df080f8cd
https://doi.org/10.1061/(asce)0733-9410(1983)109:11(1487)
https://doi.org/10.1061/(asce)0733-9410(1983)109:11(1487)