Zobrazeno 1 - 10
of 75
pro vyhledávání: '"Siau Chen Chian"'
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
Autor:
Zhiyong Zhang, Siau Chen Chian
Publikováno v:
Soils and Foundations, Vol 64, Iss 2, Pp 101439- (2024)
Earthquakes generally consist of one mainshock and subsequent aftershocks. Although effects of aftershocks following the mainshock on surface structures has been studied extensively, similar studies on underground structures are rarely reported in th
Externí odkaz:
https://doaj.org/article/3659fefdfa2842ca9d02c3a50a448ae4
Autor:
Changbing Qin, Siau Chen Chian
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 11, Iss 2, Pp 289-299 (2019)
This paper presents a procedure for assessing the reinforcement force of geosynthetics required for maintaining dynamic stability of a steep soil slope. Such a procedure is achieved with the use of the discretization technique and kinematic analysis
Externí odkaz:
https://doaj.org/article/6eeba7cadfaf4db8b448e4d6c473fc94
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
Publikováno v:
The Leading Edge. 41:296-303
Reclaimed land construction is crucial for sustainable development of the land-scarce city-state of Singapore. To characterize the physical properties of two different types of reclaimed lands — one with well-sorted sands and the other with municip
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::19596bef2094a0435c7726c2660314af
https://doi.org/10.1190/tle41050296.1
https://doi.org/10.1190/tle41050296.1
Autor:
Zhiyong Zhang, Siau Chen Chian
Publikováno v:
International Journal of Physical Modelling in Geotechnics. 22:88-98
Travelling pluviators have been commonly adopted to prepare large-scale laboratory sand samples for higher efficiency and consistency. Despite several literature reviews investigating the superiority of such travelling pluviators being able to produc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d70c3d0c90fb6fa330b79e049766e4ce
https://doi.org/10.1680/jphmg.20.00061
https://doi.org/10.1680/jphmg.20.00061
Publikováno v:
Géotechnique. :1-20
This paper investigates probabilistic failure envelopes of strip foundations on spatially variable soils with profiles of undrained shear strength, su, linearly increasing with depth using lower-bound random finite-element limit analysis. The spatial
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c9456d5b1bb7954587b9c4fd8549711c
https://doi.org/10.1680/jgeot.21.00169
https://doi.org/10.1680/jgeot.21.00169
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 149
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0120296764f99ee65388ca5cba1492cc
https://doi.org/10.1061/jggefk.gteng-10555
https://doi.org/10.1061/jggefk.gteng-10555
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
Autor:
Zhiyong Zhang, Siau Chen Chian
Publikováno v:
Acta Geotechnica. 17:441-452
The concept of safety factor has long been proposed to evaluate the uplift triggering of underground structure induced by soil liquefaction, and it is well known that it should be unity when the underground structure raises up. However, a close-unity
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c3bfd136f3f3182aafb96a7beb847745
https://doi.org/10.1007/s11440-021-01237-2
https://doi.org/10.1007/s11440-021-01237-2