Determination Horizontal Cosolidation Coefficient of Soft Clay,

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Determination Horizontal Cosolidation Coefficient of Soft Clay,

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dc.contributor.author Toan, Do Minh
dc.contributor.author Tinh, Nguyen Viet
dc.contributor.author Nu, Nguyen Thi
dc.date.accessioned 2011-05-18T08:28:12Z
dc.date.available 2011-05-18T08:28:12Z
dc.date.issued 2010
dc.identifier.citation Tr.81-87 vi
dc.identifier.uri http://tainguyenso.vnu.edu.vn/jspui/handle/123456789/7533
dc.description.abstract This article is represented the determination of coefficient of rate of horizontal consolidation of soil belong to amQ2 formation distributed in Mekong delta in laboratory. Procedure for horizontal consolidation test with drainage radially inwards according to BS 1377: Part 6: 1990. This result showed that the horizotal coefficient(ch) is always larger than the vertical coefficient (cv) of consolidation of soil and the ratio of ch/cv is in the range of 1,46 to 35,68 for small pressure (before preconsolidation stress) and from 1,50 to 5,89 in normal consolidated state. vi
dc.language.iso en vi
dc.publisher H.: ĐHQG vi
dc.subject In Mekong River Delta vi
dc.subject Coefficient of Soft Clay vi
dc.subject Drainage radially vi
dc.title Determination Horizontal Cosolidation Coefficient of Soft Clay, vi
dc.type Working Paper vi

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