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Article: Geotechnical characterization of Macau marine deposits
Title | Geotechnical characterization of Macau marine deposits | ||||||
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Authors | |||||||
Keywords | Atterberg's limits Clays Critical state Earth pressure coefficient at rest Minerals Undrained shear strength | ||||||
Issue Date | 2010 | ||||||
Publisher | Elsevier BV. The Journal's web site is located at http://www.elsevier.com/locate/enggeo | ||||||
Citation | Engineering Geology, 2010, v. 113 n. 1-4, p. 62-69 How to Cite? | ||||||
Abstract | Samples of marine deposits retrieved at an onshore old reclamation site on the north coast of Taipa, Macau were studied. Samples located from 6m to 17m below the existing ground were retrieved from three boreholes where field vane shear tests were performed close to one of them. The soil is very soft and the results reveal that the deposits are normally consolidated. In addition to common geotechnical classification tests, X-ray diffraction and scanning electron microscope analyses were carried out. Oedometer tests, K0-compression and undrained triaxial shear tests were performed on intact as well as laboratory remolded specimens. The deposits resemble typical soft clay behavior in terms of compressibility and permeability. However, the soils exhibit a surprisingly high K0-value which is believed to be caused by the presence of salts during the sedimentation process. Critical state of the soil is presented and two unique critical state lines in the e-ln p′ space are found for the deposits at different depths. © 2010 Elsevier B.V. | ||||||
Persistent Identifier | http://hdl.handle.net/10722/91206 | ||||||
ISSN | 2023 Impact Factor: 6.9 2023 SCImago Journal Rankings: 2.437 | ||||||
ISI Accession Number ID |
Funding Information: The experimental work was carried out in the first and second author's capacity as an Assistant Professor and Research Assistant respectively at the University of Macau. The authors would like express their gratitude to the Fundo para o Desenvolvimento das Ciencias e da Tecnologia (FDCT), Macau SAR government (Grant number 013/2006/A1) and the Research Committee, University of Macau (Grant number RG053/06-07S/YWM/FST) for their financial assistance. | ||||||
References |
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Yan, WM | en_HK |
dc.contributor.author | Ma, Y | en_HK |
dc.date.accessioned | 2010-09-17T10:14:53Z | - |
dc.date.available | 2010-09-17T10:14:53Z | - |
dc.date.issued | 2010 | en_HK |
dc.identifier.citation | Engineering Geology, 2010, v. 113 n. 1-4, p. 62-69 | en_HK |
dc.identifier.issn | 0013-7952 | en_HK |
dc.identifier.uri | http://hdl.handle.net/10722/91206 | - |
dc.description.abstract | Samples of marine deposits retrieved at an onshore old reclamation site on the north coast of Taipa, Macau were studied. Samples located from 6m to 17m below the existing ground were retrieved from three boreholes where field vane shear tests were performed close to one of them. The soil is very soft and the results reveal that the deposits are normally consolidated. In addition to common geotechnical classification tests, X-ray diffraction and scanning electron microscope analyses were carried out. Oedometer tests, K0-compression and undrained triaxial shear tests were performed on intact as well as laboratory remolded specimens. The deposits resemble typical soft clay behavior in terms of compressibility and permeability. However, the soils exhibit a surprisingly high K0-value which is believed to be caused by the presence of salts during the sedimentation process. Critical state of the soil is presented and two unique critical state lines in the e-ln p′ space are found for the deposits at different depths. © 2010 Elsevier B.V. | en_HK |
dc.language | eng | en_HK |
dc.publisher | Elsevier BV. The Journal's web site is located at http://www.elsevier.com/locate/enggeo | en_HK |
dc.relation.ispartof | Engineering Geology | en_HK |
dc.subject | Atterberg's limits | en_HK |
dc.subject | Clays | en_HK |
dc.subject | Critical state | en_HK |
dc.subject | Earth pressure coefficient at rest | en_HK |
dc.subject | Minerals | en_HK |
dc.subject | Undrained shear strength | en_HK |
dc.title | Geotechnical characterization of Macau marine deposits | en_HK |
dc.type | Article | en_HK |
dc.identifier.email | Yan, WM:ryanyan@hku.hk | en_HK |
dc.identifier.authority | Yan, WM=rp01400 | en_HK |
dc.description.nature | link_to_subscribed_fulltext | - |
dc.identifier.doi | 10.1016/j.enggeo.2010.03.001 | en_HK |
dc.identifier.scopus | eid_2-s2.0-77952293438 | en_HK |
dc.relation.references | http://www.scopus.com/mlt/select.url?eid=2-s2.0-77952293438&selection=ref&src=s&origin=recordpage | en_HK |
dc.identifier.volume | 113 | en_HK |
dc.identifier.issue | 1-4 | en_HK |
dc.identifier.spage | 62 | en_HK |
dc.identifier.epage | 69 | en_HK |
dc.identifier.isi | WOS:000278804900006 | - |
dc.publisher.place | Netherlands | en_HK |
dc.identifier.scopusauthorid | Yan, WM=35369531200 | en_HK |
dc.identifier.scopusauthorid | Ma, Y=35756477800 | en_HK |
dc.identifier.citeulike | 6863450 | - |
dc.identifier.issnl | 0013-7952 | - |