Zobrazeno 1 - 10
of 26
pro vyhledávání: '"Victor Choa"'
A land reclamation and ground improvement project requires an extensive study of underlying soils, fill material, performance of ground improvement works and shore-protection structures. The area of the Changi East project in Singapore is underlain b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a0fbea3236fa68e5f1839ad9054fcf03
https://hdl.handle.net/10356/87191
https://hdl.handle.net/10356/87191
Publikováno v:
Marine Georesources & Geotechnology. 35:847-856
The compressibility characteristics of Singapore marine clay in reconstituted and undisturbed states were studied using oedometer, constant rate of strain, Rowe cell, and isotropic consolidation tests. The intrinsic compression curve of the reconstit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::537e52b4751e8563e4abb91be19cb971
https://doi.org/10.1080/1064119x.2016.1256922
https://doi.org/10.1080/1064119x.2016.1256922
Publikováno v:
Marine Georesources & Geotechnology. 34:648-658
Step loading compression measurements of ultra-soft soil, obtained from marine environment, were carried out with a hydraulic consolidation cell at the moisture contents of 150 and 168%. Three different drainage conditions were tested: radial outward
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::31d05e9054f91300c2a50f6fbf4ed8b0
https://doi.org/10.1080/1064119x.2015.1068895
https://doi.org/10.1080/1064119x.2015.1068895
Publikováno v:
Geotechnical and Geological Engineering. 29:65-74
Ultra-soft soil with high moisture content will experience large strain deformation under one-dimensional compression with little or no gain in effective stress. Such deformation behaviour does not comply with Terzaghi’s effective stress gain theor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ba3565eee15077393252dae89aa9897a
https://doi.org/10.1007/s10706-010-9351-3
https://doi.org/10.1007/s10706-010-9351-3
The Changi East Reclamation Project in Singapore is a multiphase project involving the formation of 2000 hectares (ha) of land by hydraulically placing sand fill on to soft seabed marine clay. Various types of ground improvement techniques including
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eb74cce23b4d510df44d8014e3d9e00e
https://doi.org/10.1016/b978-0-08-100192-9.00009-0
https://doi.org/10.1016/b978-0-08-100192-9.00009-0
Autor:
Habib Zein Al Abideen, S. Artidteang, Arul Arulrajah, Upul D. Atukorala, D.T. Bergado, Myint Win Bo, J.-L. Briaud, José Camapum-de-Carvalho, S. Chaiyaput, Victor Choa, Lilian R. de Rezende, Mahdi Miri Disfani, Yasser El-Mossallamy, Dimcho Evststiev, Bengt H. Fellenius, C.T. Gnanendran, Robert Golaszewski, Babak Hamidi, Ana Heitor, Suksun Horpibulsuk, Jeff Hsi, Buddhima Indraratna, Mark B. Jaksa, Ian Jefferson, Doncho Karastanev, Hans-Georg Kempfert, Eng Choy Lee, K.W. Leong, C.F. Leung, Kaiwen Liu, S.R. Lo, James Martin, K. Rainer Massarsch, Bernie Mills, Hany El Naggar, Nathan Narendranathan, Sanjay Nimbalkar, Ennio M. Palmeira, Paulus P. Rahardjo, Marc Raithel, V.R. Raju, Kirralee Rankine, Rudd Rankine, Chris Rogers, R. Kerry Rowe, Cholachat Rujikiatkamjorn, D. Saez, Brendan T. Scott, Nagaratnam Sivakugan, W. Sondermann, Chalermpol Taechakumthorn, T. Tanchaisawat, Fumio Tatsuoka, Arun Valsangkar, Serge Varaksin, Kenji Watanabe, Dharma Wijewickreme, David John Williams, Tack-Weng Yee, Y.W. Yee
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b459726f3a9613f0f318c542758c8689
https://doi.org/10.1016/b978-0-08-100698-6.09008-5
https://doi.org/10.1016/b978-0-08-100698-6.09008-5
Loose granular soils placed during a land reclamation process require densification to enhance their engineering properties. In a mega-land reclamation project in the Republic of Singapore, techniques such as Muller resonance compaction (MRC), vibrof
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2a30b87362719ce5a4a9ed9cc2aa7d5c
https://doi.org/10.1016/b978-0-08-100698-6.00008-8
https://doi.org/10.1016/b978-0-08-100698-6.00008-8
Autor:
Dimiter Alexiew, A.S. Balasubramaniam, C. Bamunawita, Sudip Basack, Myint Win Bo, Mounir Bouassida, Yuang-qiang Cai, Kim Chan, Victor Choa, Jian Chu, Marcio Souza Soares de Almeida, Suraj De Silva, C.T. Gnanendran, See-Sew Gue, Chanaka Gunasekara, Sven Hansbo, Lassaad Hazzar, Jeff Hsi, Buddhima Indraratna, M.N. Islam, Masaaki Katagiri, R. Kelly, Toshiaki Kosaka, M.D. Larisch, Penchi Lin, Han-long Liu, Jian-jun Ma, Maria Esther Soares Marques, Za-Chieh Moh, T. Muttuvel, Viet Nguyen, Brendan C. O’Kelly, Bosco Poon, Marc Raithel, Cholachat Rujikiatkamjorn, I. Sathananthan, Firman Siahaan, S.T. Sivakumar, Alexandre Pereira Spotti, Yean-Chin Tan, Nipon Teerachaikulpanich, Masaaki Terashi, Jun Wang, Yoichi Watabe, Vasantha Wijeyakulasuriya, Patrick Wong, Shuwang Yan, Wan-Huan Zhou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ea86ee7c9038de8989ea0c8c908cca10
https://doi.org/10.1016/b978-0-08-100192-9.09990-7
https://doi.org/10.1016/b978-0-08-100192-9.09990-7
Publikováno v:
Canadian Geotechnical Journal. 43:903-914
The determination of relative density is an important part of site characterization for reclaimed sand fill. In practice, a direct determination of the relative density profile is not always possible, and very often one has to resort to indirect meth
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3e16482b5fb7ffe26e199d19b51649a9
https://doi.org/10.1139/t06-053
https://doi.org/10.1139/t06-053
Publikováno v:
Canadian Geotechnical Journal. 42:91-109
Sandfill at reclaimed sites is usually formed by more than one placement method. Reclaimed sandfill is often highly variable, and the cone penetration test is most commonly used for site characterization. Correlations among the cone resistance and ge
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e7d9b9053b38c2d685c9b91593196867
https://doi.org/10.1139/t04-064
https://doi.org/10.1139/t04-064