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Probabilistic Consolidation Analysis with Model Updating
A probabilistic model for one-dimensional consolidation analysis of a clay deposit is formulated based on conventional theory for prediction of time history and magnitude of consolidation settlements. The model accounts for uncertainties in the loading as well as in the deformation properties of the...
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Published in: | Journal of geotechnical engineering 1989-02, Vol.115 (2), p.199-210 |
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Language: | English |
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cited_by | cdi_FETCH-LOGICAL-a432t-c5458474c237f38fc6250160c0c8198ad721c0d1020f46fffcc65460f705eec03 |
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cites | cdi_FETCH-LOGICAL-a432t-c5458474c237f38fc6250160c0c8198ad721c0d1020f46fffcc65460f705eec03 |
container_end_page | 210 |
container_issue | 2 |
container_start_page | 199 |
container_title | Journal of geotechnical engineering |
container_volume | 115 |
creator | Ronold, Knut O |
description | A probabilistic model for one-dimensional consolidation analysis of a clay deposit is formulated based on conventional theory for prediction of time history and magnitude of consolidation settlements. The model accounts for uncertainties in the loading as well as in the deformation properties of the clay. The model is updated through in-service settlement measurements, and measurement uncertainties are considered. The practical application of the model is illustrated by presentation of calculations for an example foundation. Probability calculations are performed by first-order reliability methods. |
doi_str_mv | 10.1061/(ASCE)0733-9410(1989)115:2(199) |
format | article |
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Rocks mechanics ; TECHNICAL PAPERS</subject><ispartof>Journal of geotechnical engineering, 1989-02, Vol.115 (2), p.199-210</ispartof><rights>Copyright © 1989 ASCE</rights><rights>1989 INIST-CNRS</rights><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a432t-c5458474c237f38fc6250160c0c8198ad721c0d1020f46fffcc65460f705eec03</citedby><cites>FETCH-LOGICAL-a432t-c5458474c237f38fc6250160c0c8198ad721c0d1020f46fffcc65460f705eec03</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)0733-9410(1989)115:2(199)$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9410(1989)115:2(199)$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>315,786,790,3271,10094,27957,27958,76549,76557</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=7190845$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Ronold, Knut O</creatorcontrib><title>Probabilistic Consolidation Analysis with Model Updating</title><title>Journal of geotechnical engineering</title><description>A probabilistic model for one-dimensional consolidation analysis of a clay deposit is formulated based on conventional theory for prediction of time history and magnitude of consolidation settlements. The model accounts for uncertainties in the loading as well as in the deformation properties of the clay. The model is updated through in-service settlement measurements, and measurement uncertainties are considered. The practical application of the model is illustrated by presentation of calculations for an example foundation. Probability calculations are performed by first-order reliability methods.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Exact sciences and technology</subject><subject>Geotechnics</subject><subject>Hydraulic constructions</subject><subject>Offshore structure (platforms, tanks, etc.)</subject><subject>Soil mechanics. 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Public works</topic><topic>Exact sciences and technology</topic><topic>Geotechnics</topic><topic>Hydraulic constructions</topic><topic>Offshore structure (platforms, tanks, etc.)</topic><topic>Soil mechanics. Rocks mechanics</topic><topic>TECHNICAL PAPERS</topic><toplevel>online_resources</toplevel><creatorcontrib>Ronold, Knut O</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of geotechnical engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Ronold, Knut O</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Probabilistic Consolidation Analysis with Model Updating</atitle><jtitle>Journal of geotechnical engineering</jtitle><date>1989-02-01</date><risdate>1989</risdate><volume>115</volume><issue>2</issue><spage>199</spage><epage>210</epage><pages>199-210</pages><issn>0733-9410</issn><eissn>1944-8368</eissn><coden>JGENDZ</coden><notes>ObjectType-Article-2</notes><notes>SourceType-Scholarly Journals-1</notes><notes>ObjectType-Feature-1</notes><notes>content type line 23</notes><abstract>A probabilistic model for one-dimensional consolidation analysis of a clay deposit is formulated based on conventional theory for prediction of time history and magnitude of consolidation settlements. 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issn | 0733-9410 1944-8368 |
language | eng |
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source | American Society Of Civil Engineers ASCE Journals |
subjects | Applied sciences Buildings. Public works Exact sciences and technology Geotechnics Hydraulic constructions Offshore structure (platforms, tanks, etc.) Soil mechanics. Rocks mechanics TECHNICAL PAPERS |
title | Probabilistic Consolidation Analysis with Model Updating |
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