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Field study of instrumented gullies and manholes in frost-susceptible soils
Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.ORCID-id: 0000-0002-1365-8552
1982 (engelsk)Inngår i: Proceedings of the Third International Symposium on Ground Freezing, 22 - 24 June 1982, US Army Corps of Engineers, Cold Regions Research and Engineering Laboratory, Hanover, New Hampshire, USA / [ed] Murphy Donna R., Hanover, NH: Cold regions research and engineering laboratory , 1982, s. 367-374Konferansepaper, Publicerat paper (Fagfellevurdert)
Abstract [en]

In Scandinavia, a lot of manholes and gullies, designed for the drainage of rain water, get damaged during winter due to frost action mainly because of the heave of frost susceptible backfill. The concrete rings are pulled apart and the joints between the rings are opened. When thawing starts, water and soil flows into the gullies through the opened joints and the inflowing material prevents the rings from returning to their original positions. In order to study the behavior of manholes and gullies with and without a newly invented rubber sleeve mounted over the joints, a field test was performed during the winter 1980/81 in Lulea, Sweden. The paper describes the instrumentation installed as well as the results obtained

sted, utgiver, år, opplag, sider
Hanover, NH: Cold regions research and engineering laboratory , 1982. s. 367-374
Serie
CRREL Special Report (US Army Cold Regions Research and Engineering Laboratory) ; 82:16
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URN: urn:nbn:se:ltu:diva-30179Scopus ID: 2-s2.0-0020219120Lokal ID: 3ed23880-fc06-11dc-a946-000ea68e967bOAI: oai:DiVA.org:ltu-30179DiVA, id: diva2:1003406
Konferanse
International Symposium on Ground Freezing : 22/06/1982 - 24/06/1982
Merknad

Godkänd; 1982; 20080327 (cira)

Tilgjengelig fra: 2016-09-30 Laget: 2016-09-30 Sist oppdatert: 2021-04-20bibliografisk kontrollert

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Knutsson, Sven

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