Compacted Soil Liner Interface Strength Importance
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Stark, Timothy D. | - |
dc.contributor.author | Choi, Hangseok | - |
dc.contributor.author | Lee, Chulho | - |
dc.contributor.author | Queen, Brian | - |
dc.date.accessioned | 2021-09-06T21:41:34Z | - |
dc.date.available | 2021-09-06T21:41:34Z | - |
dc.date.created | 2021-06-18 | - |
dc.date.issued | 2012-04 | - |
dc.identifier.issn | 1090-0241 | - |
dc.identifier.uri | https://scholar.korea.ac.kr/handle/2021.sw.korea/108809 | - |
dc.description.abstract | This paper describes an interesting slope failure in a liner system of a municipal solid waste containment facility during construction because the sliding interface is not the geomembrane (GM)/compacted low-permeability soil liner (LPSL) but a soil-soil interface within the LPSL. Some of the lessons learned are as follows: (1) compaction of the LPSL should ensure that each lift is kneaded into the lower lift so a weak interface is not created in the LPSL; (2) the LPSL moisture content should be controlled so it does not exceed the specified value, for example 3-4% wet of optimum, because it can lead to a weak interface in the LPSL; (3) drainage material should be placed over the GM from the slope toe to the top to reduce the shear stresses applied to the weakest interface; and (4) equipment should not move laterally across the slope if it is unsupported but up the slope while placing the cover soil from bottom to top. DOI: 10.1061/(ASCE)GT.1943-5606.0000556. (C) 2012 American Society of Civil Engineers. | - |
dc.language | English | - |
dc.language.iso | en | - |
dc.publisher | ASCE-AMER SOC CIVIL ENGINEERS | - |
dc.subject | LANDFILL SLOPE FAILURE | - |
dc.subject | SHEAR-STRENGTH | - |
dc.subject | STABILITY ANALYSIS | - |
dc.subject | SYSTEM PROPERTIES | - |
dc.subject | CASE-HISTORY | - |
dc.subject | GEOMEMBRANES | - |
dc.subject | PARAMETERS | - |
dc.subject | FRICTION | - |
dc.subject | PEAK | - |
dc.title | Compacted Soil Liner Interface Strength Importance | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Choi, Hangseok | - |
dc.identifier.doi | 10.1061/(ASCE)GT.1943-5606.0000556 | - |
dc.identifier.scopusid | 2-s2.0-84859855359 | - |
dc.identifier.wosid | 000302956900014 | - |
dc.identifier.bibliographicCitation | JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, v.138, no.4, pp.544 - 550 | - |
dc.relation.isPartOf | JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING | - |
dc.citation.title | JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING | - |
dc.citation.volume | 138 | - |
dc.citation.number | 4 | - |
dc.citation.startPage | 544 | - |
dc.citation.endPage | 550 | - |
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 | LANDFILL SLOPE FAILURE | - |
dc.subject.keywordPlus | SHEAR-STRENGTH | - |
dc.subject.keywordPlus | STABILITY ANALYSIS | - |
dc.subject.keywordPlus | SYSTEM PROPERTIES | - |
dc.subject.keywordPlus | CASE-HISTORY | - |
dc.subject.keywordPlus | GEOMEMBRANES | - |
dc.subject.keywordPlus | PARAMETERS | - |
dc.subject.keywordPlus | FRICTION | - |
dc.subject.keywordPlus | PEAK | - |
dc.subject.keywordAuthor | Slope stability | - |
dc.subject.keywordAuthor | Landfills | - |
dc.subject.keywordAuthor | Geomembranes | - |
dc.subject.keywordAuthor | Geosynthetics | - |
dc.subject.keywordAuthor | Compacted soil liner | - |
dc.subject.keywordAuthor | Geosynthetic lined slopes | - |
dc.subject.keywordAuthor | Interface shear strength | - |
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