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Egenskapsförändringar med tid under befintliga bankar. Rekommendationer. BIG A2016-10
Responsible organisation
2019 (Swedish)Report (Other academic)
Abstract [sv]

(1) Metodik för bestämning av odränerad skjuvhållfasthet under bank; (2) Metodik för uppskattning av naturlig vattenkvot, tunghet och portal under befintlig bank; (3) Metodik för uppskattning av egenskaper under bankarna i övriga sektioner i samma område; (5) Metodik för verifiering av beräknad hållfasthet och övriga bestämda egenskaper; (6) Förslag på forsatt arbete

Place, publisher, year, edition, pages
Linköping: Statens geotekniska institut, 2019. , p. 26
Keywords [en]
Cohesive soil, Clay, Embankment, Subgrade, Shear strength, Water content, Void ratio, Density, Time factor, Costs, Railroad, Sweden, Swedish
National Category
Geotechnical Engineering
Identifiers
URN: urn:nbn:se:swedgeo:diva-897Local ID: 000086336OAI: oai:DiVA.org:swedgeo-897DiVA, id: diva2:1379626
Available from: 2019-12-17 Created: 2019-12-17 Last updated: 2021-04-22

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File name FULLTEXT01.pdfFile size 2433 kBChecksum SHA-512
bb45e1b84c13e2af3847a00565bd1cb94ea7807c37d7d8e36056419be739ec588fb0664ca5a628c0bd13456f8b4d37fc0ea13afc1625da9143eeebc4070822de
Type fulltextMimetype application/pdf

Geotechnical Engineering

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CiteExportLink to record
Permanent link

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Citation style
  • apa
  • ieee
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  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
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  • Other locale
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Output format
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  • asciidoc
  • rtf