Zobrazeno 1 - 10
of 59
pro vyhledávání: '"Deqiong Kong"'
Publikováno v:
Géotechnique. 72:661-674
This paper details a programme of centrifuge tests (100g) on the monotonic and cyclic lateral behaviour of large-diameter semi-rigid monopiles in kaolin clay. Piles of different diameters were used, with a maximum prototype value of 5·9 m. The pile
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fc21f7a3d11a90198b4bf3a1255bec5c
https://doi.org/10.1680/jgeot.19.p.402
https://doi.org/10.1680/jgeot.19.p.402
Publikováno v:
Marine Georesources & Geotechnology. 41:555-565
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::63d330320712dbeed3978f6c18354a4b
https://doi.org/10.1080/1064119x.2022.2070807
https://doi.org/10.1080/1064119x.2022.2070807
Publikováno v:
Géotechnique. :1-13
This paper describes a programme of centrifuge tests investigating the behaviour of clayey seabed under wave loading using an in-flight wave loading system. Three model seabeds of kaolin clay capturing typical unconsolidated, normally consolidated an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::08de3eb9b0cab3fb08dfed56d5fa0c15
https://doi.org/10.1680/jgeot.21.00105
https://doi.org/10.1680/jgeot.21.00105
Publikováno v:
International Journal of Physical Modelling in Geotechnics. 21:314-328
This paper presents a programme of model tests on the lateral behaviour of tetrapod caisson-founded jacket (TCJ) structures in silt. Loading tests on the TCJ as well as on a mono-caisson were conducted at different rates. In addition to the load–di
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::292ab35358bf2316fd0e97d77ddbce18
https://doi.org/10.1680/jphmg.20.00033
https://doi.org/10.1680/jphmg.20.00033
Autor:
Deqiong Kong
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 148
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5f965c4236ac9c0cc9c419aa271808a1
https://doi.org/10.1061/(asce)gt.1943-5606.0002826
https://doi.org/10.1061/(asce)gt.1943-5606.0002826
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 174:44-57
This paper describes a series of centrifuge tests on the cyclic lateral behaviour of a tetrapod piled jacket foundation (TPJ) in Malaysian kaolin clay. The dimensions and axial and bending stiffness of the model foundation were determined in accordan
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1424319c3885358f4200b0cf8f29473f
https://doi.org/10.1680/jgeen.19.00087
https://doi.org/10.1680/jgeen.19.00087
Publikováno v:
China Ocean Engineering. 34:772-783
Reliable assessment of the lateral pile-soil interaction is of pronounced importance for the design of mono-pile foundations of offshore wind turbines. As the offshore engineering moves to deeper waters, the diameter of mono-piles is getting larger,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bad5c380cb0e4eed6cbdfb451438f2df
https://doi.org/10.1007/s13344-020-0070-0
https://doi.org/10.1007/s13344-020-0070-0
Publikováno v:
Canadian Geotechnical Journal. 57:1294-1303
This paper describes a program of centrifuge model tests on the uplift behaviour of suction caisson foundations. The parameters considered were the loading rate, caisson diameter (D), soil strength profile, and type of footing (i.e., mono-caisson and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f29923e97aa73fcdfce1320f1ee5f3e3
https://doi.org/10.1139/cgj-2018-0838
https://doi.org/10.1139/cgj-2018-0838
Publikováno v:
Soils and Foundations. 60:266-273
A recently developed sequential limit analysis method was employed to look into the large displacement penetration behaviour of T-bar penetrometers in soft clay, considering the effects of strain softening and strain rate. Close attention was paid to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b67fc05a6c6f46003e6e43db362af5b9
https://doi.org/10.1016/j.sandf.2020.02.003
https://doi.org/10.1016/j.sandf.2020.02.003
Publikováno v:
Géotechnique. 70:173-180
T-bar penetrometers are commonly used for the measurements of undrained strength profiles for clay (e.g. intact shear strength, sensitivity, ductility). The adoption of a constant resistance factor in the absence of a full-flow failure mechanism, cou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::28a12f02ab25d7a68ab639e6010f87bf
https://doi.org/10.1680/jgeot.18.p.160
https://doi.org/10.1680/jgeot.18.p.160