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Water in coarse granular materials: Resilient and retentive properties
KTH, Skolan för arkitektur och samhällsbyggnad (ABE), Byggvetenskap, Byggvetenskapslaboratorium.ORCID-id: 0000-0002-7692-714x
KTH, Skolan för arkitektur och samhällsbyggnad (ABE), Byggvetenskap.
2008 (engelsk)Inngår i: ADVANCES IN TRANSPORTATION GEOTECHNICS / [ed] Ellis, E Yu, HS McDowell, G Dawson, A Thom, N, CRC PRESS-TAYLOR & FRANCIS GROUP , 2008, s. 117-+Konferansepaper, Publicerat paper (Fagfellevurdert)
Abstract [en]

Granular material is, perhaps the most common construction material used in civil engineering, being an important constituent in road constructions, railways, embankments, foundations, buildings etc. This paper presents results from triaxial testing, at various water contents using constant confining pressure, of two different continuously graded granular materials with maximum particle size 90 mm and 63 mm, respectively. Furthermore, water retention properties of the unbound materials are presented and examples of water distributions in a common construction are shown. From the results presented, it can be concluded that increased water contents cause a reduction in resilient modulus and an increase in strain ratio. The distribution of water content in the vertical direction is highly nonlinear and the degree of saturation in the unbound layers of a road construction depends to a large degree on the level of the water table.

sted, utgiver, år, opplag, sider
CRC PRESS-TAYLOR & FRANCIS GROUP , 2008. s. 117-+
HSV kategori
Identifikatorer
URN: urn:nbn:se:kth:diva-242914ISI: 000268179100014Scopus ID: 2-s2.0-79952298173OAI: oai:DiVA.org:kth-242914DiVA, id: diva2:1287956
Konferanse
1st International Conference on Transportation Geotechnics, ICTG-1; Nottingham; United Kingdom; 25 August 2008 through 27 August 2008
Merknad

QC 20190212

Tilgjengelig fra: 2019-02-12 Laget: 2019-02-12 Sist oppdatert: 2019-02-12bibliografisk kontrollert

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