Zobrazeno 1 - 10
of 104
pro vyhledávání: '"Chun Fai Leung"'
Publikováno v:
Underground Space, Vol 17, Iss , Pp 161-169 (2024)
Ground losses due to tunneling would induce settlement of nearby raft foundations. To study the change in behavior of the raft foundations over time due to tunnel excavation in soft clay, a series of centrifuge model tests were conducted. The results
Externí odkaz:
https://doaj.org/article/4c8c32a27ae649e89f69589826f0a46d
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 1, Pp 279-290 (2024)
Vertical drains are used to accelerate consolidation of clays in ground improvement projects. Smear zones exist around these drains, where permeability is reduced due to soil disturbance caused by the installation process. Hansbo solution is widely u
Externí odkaz:
https://doaj.org/article/9a65248d6ae44ac192387cdda24806ee
Publikováno v:
Journal of Marine Science and Engineering, Vol 9, Iss 10, p 1103 (2021)
As most existing experimental studies on plate anchors were carried out in uniform clay, a centrifuge model study is presented in this paper to investigate the pull-out behaviour of plate anchors in normally consolidated clay, which is not uncommon i
Externí odkaz:
https://doaj.org/article/a3eb743c443745a0ba6d9492b2739a4a
Publikováno v:
Géotechnique. 73:480-494
Large soil movements arising from the installation of jack-up spudcan foundations may induce detrimental effects on piles supporting adjacent permanent jacket platforms. Particularly, in a dense sand-over-clay profile, there is a risk of spudcan rapi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::96d3605671dfea091488825efa90d510
https://doi.org/10.1680/jgeot.21.00085
https://doi.org/10.1680/jgeot.21.00085
Autor:
Chun Fai Leung, Yingxin Zhou
This proceedings volume contains over 300 papers on rock mechanics and engineering with contributors from all over Asia and many other parts of the world. Seven keynote papers summarize the state-of-the-art in rock engineering including topics such a
Publikováno v:
Géotechnique. 72:496-509
It has been established that preloading of clay is an effective means to reduce creep of the soil under working load conditions. After an initial rebound during unloading, a long-term viscous response occurs involving both creep and swelling. A new m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::800897adff7a90374e2775216b72a44e
https://doi.org/10.1680/jgeot.20.p.106
https://doi.org/10.1680/jgeot.20.p.106
Autor:
Ze Zhou Wang, Yue Hu, Xiangfeng Guo, Xiaogang He, Hardy Yide Kek, Taeseo Ku, Siang Huat Goh, Chun Fai Leung
Publikováno v:
Canadian Geotechnical Journal.
Understanding the variation of geological interfaces plays a crucial role in the analysis and design of infrastructure systems. Generally, there are two classes of techniques for predicting geological interfaces, for example, interpolation/regression
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9d9bbb63f721739e861649cf20e2320e
https://doi.org/10.1139/cgj-2022-0365
https://doi.org/10.1139/cgj-2022-0365
Publikováno v:
International Journal of Offshore and Polar Engineering. 31:472-479
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::884f961667d3aea58b0fa2d4338e6657
https://doi.org/10.17736/ijope.2021.jc823
https://doi.org/10.17736/ijope.2021.jc823
Publikováno v:
Canadian Geotechnical Journal. 58:1289-1304
Monopiles supporting offshore wind farms are often subject to severe lateral environmental loads due to wind, waves, and currents. Previous studies have reported various failure patterns for such rigid monopiles in clay; hence predicting lateral pile
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e6d98761cf2198f3ee5eee6957d1e67c
https://doi.org/10.1139/cgj-2020-0102
https://doi.org/10.1139/cgj-2020-0102
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 45:1920-1933
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::631465d3602b17ed9a9fce56e7b6c79b
https://doi.org/10.1002/nag.3248
https://doi.org/10.1002/nag.3248