Influence of estimation method of compression index on spatial distribution of consolidation settlement in Songdo New City
DC Field | Value | Language |
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dc.contributor.author | Kim, Donghee | - |
dc.contributor.author | Kim, Kyu-Sun | - |
dc.contributor.author | Ko, Seongkwon | - |
dc.contributor.author | Chae, Youngho | - |
dc.contributor.author | Lee, Woojin | - |
dc.date.accessioned | 2021-09-06T05:13:09Z | - |
dc.date.available | 2021-09-06T05:13:09Z | - |
dc.date.created | 2021-06-14 | - |
dc.date.issued | 2013-01-18 | - |
dc.identifier.issn | 0013-7952 | - |
dc.identifier.uri | https://scholar.korea.ac.kr/handle/2021.sw.korea/104183 | - |
dc.description.abstract | This paper describes the influence of the method that estimates the compression index (C-c) on the spatial distribution of consolidation settlement (s(c)) for Songdo New City. The spatial distribution of consolidation settlement can be evaluated by using the spatial distribution (Case 1), mean value (Case 2), and probability distribution (Case 3) of soil properties. For Case 1, ordinary cokriging was adopted to estimate the spatial distribution of C-c as it provides more reliable estimates than ordinary kriging. It is observed that the spatial distribution of s(c) for Case 1 has significantly shorter scale variability than that for Case 2 because the short scale variability of the spatial distribution of C-c and void ratio (e(o)) affect the spatial distribution of s(c) for Case 1. It is also shown that the ratio of the area of s(c) > 100 cm (design criterion) to the total area for Case 1 (7.7 %) is larger than that for Case 2 (0.5 %) because the ordinary cokriging estimate of C-c is larger than the mean value of C-c in some regions. The probabilistic analysis (Case 3) shows that the ratio of the area of P(s(c) > 100 cm) > probabilistic criterion (alpha) to the total area increases as the coefficient of variation (COV) of C-c/(1 + e(0)) increases and a decreases. For Songdo New City, the area ratio for the probabilistic design criterion (alpha) of 030-0.45 is found to be in the range of 2.9-19.4%. (C) 2012 Elsevier B.V. All rights reserved. | - |
dc.language | English | - |
dc.language.iso | en | - |
dc.publisher | ELSEVIER | - |
dc.subject | PREFABRICATED VERTICAL DRAINS | - |
dc.subject | VARIABILITY | - |
dc.subject | SOILS | - |
dc.subject | CLAY | - |
dc.title | Influence of estimation method of compression index on spatial distribution of consolidation settlement in Songdo New City | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Lee, Woojin | - |
dc.identifier.doi | 10.1016/j.enggeo.2012.11.002 | - |
dc.identifier.scopusid | 2-s2.0-84870702171 | - |
dc.identifier.wosid | 000315012900018 | - |
dc.identifier.bibliographicCitation | ENGINEERING GEOLOGY, v.152, no.1, pp.172 - 179 | - |
dc.relation.isPartOf | ENGINEERING GEOLOGY | - |
dc.citation.title | ENGINEERING GEOLOGY | - |
dc.citation.volume | 152 | - |
dc.citation.number | 1 | - |
dc.citation.startPage | 172 | - |
dc.citation.endPage | 179 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.description.journalClass | 1 | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalResearchArea | Geology | - |
dc.relation.journalWebOfScienceCategory | Engineering, Geological | - |
dc.relation.journalWebOfScienceCategory | Geosciences, Multidisciplinary | - |
dc.subject.keywordPlus | PREFABRICATED VERTICAL DRAINS | - |
dc.subject.keywordPlus | VARIABILITY | - |
dc.subject.keywordPlus | SOILS | - |
dc.subject.keywordPlus | CLAY | - |
dc.subject.keywordAuthor | Consolidation settlement | - |
dc.subject.keywordAuthor | Cokriging | - |
dc.subject.keywordAuthor | Cross-variogram | - |
dc.subject.keywordAuthor | Compression index | - |
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