Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Huei Tsyr Chen"'
Publikováno v:
Teknologi dan Kejuruan, Vol 38, Iss 1 (2015)
For the past 30 years, applications of expanded polystyrene (EPS) geofoam have been proposed. Several studies have examined the behavior of geofoam and produced beneficial results in the evolution of its application. One of application of expanded po
Externí odkaz:
https://doaj.org/article/5973a2a200a54868ac23363b4732df11
Publikováno v:
Soil Dynamics and Earthquake Engineering. 65:72-88
Three dynamic centrifuge model tests were conducted at an acceleration of 80g to simulate the seismic responses of level sand deposits: an intra-silt layer was embedded in two of these sand deposits at different depths. The effects of a low-permeabil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f2d0884d133658b54a74a65f7b7a8918
https://doi.org/10.1016/j.soildyn.2014.06.002
https://doi.org/10.1016/j.soildyn.2014.06.002
Publikováno v:
Journal of the Chinese Institute of Engineers. 34:449-465
Cantilever double soldier-pile walls are used in vertical excavations to minimize wall deformation. A model is proposed consisting of an equivalent single soldier-pile wall with twice the bending stiffness of a single soldier-pile wall, twice the are
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fe8ea9397bbab00746f4a5f230715619
https://doi.org/10.1080/02533839.2011.576488
https://doi.org/10.1080/02533839.2011.576488
Publikováno v:
Soil Dynamics and Earthquake Engineering. 30:614-629
In this paper, a Hilbert-Huang Transform data-processing technique is successfully used to characterize the seismic responses of soil–quay wall systems using measured data in a series of geotechnical centrifuge shaking-table tests. The predominant
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9d54b53764bf5a0689c68e5b1e12b74c
https://doi.org/10.1016/j.soildyn.2010.02.005
https://doi.org/10.1016/j.soildyn.2010.02.005
Publikováno v:
Geotextiles and Geomembranes. 25:346-359
A clayey vertical geotextile-reinforced earth wall (VGREW) in a wet state due to poor drainage conditions after several consecutive days of heavy rainfall was simulated by a series of centrifuge VGREW models. The models were constructed using clayey
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::36a2d6da6f7bc3348d67a394512e4bef
https://doi.org/10.1016/j.geotexmem.2007.01.003
https://doi.org/10.1016/j.geotexmem.2007.01.003
Publikováno v:
International Journal of Physical Modelling in Geotechnics. 7:35-45
Despite many past studies of clayey geosynthetic reinforced earth walls (GREWs) conducted using geotechnical centrifuge modeling, none have examined the adverse effects of low strength clayey backfill with a high water content resulting from consecut
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0fff6cd4851de108d6054c9b25745edb
https://doi.org/10.1680/ijpmg.2007.070203
https://doi.org/10.1680/ijpmg.2007.070203
Publikováno v:
Tunnelling and Underground Space Technology. 21:119-132
A series of centrifuge model tests and numerical simulations of these tests were carried out to investigate the surface settlement troughs, excess pore water pressure generation, tunnel stability and arching effects that develop during tunneling in s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::178119a24bbee422dcb9300159f05b3b
https://doi.org/10.1016/j.tust.2005.06.003
https://doi.org/10.1016/j.tust.2005.06.003
Autor:
Huei‐Tsyr Chen
Publikováno v:
Journal of the Chinese Institute of Engineers. 17:377-384
This paper deals with the dynamic stiffness of rigid strip footings resting on irregular soil stratum. Above the fundamental frequency of soil stratum, the change in the inclination of the rigid bed‐rock causes the variations of dynamic stiffness w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::57ae00b5a2a4cba02df752503ad6efe1
https://doi.org/10.1080/02533839.1994.9677601
https://doi.org/10.1080/02533839.1994.9677601