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Roller compaction of rock-fill with automatic frequency control
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Soil and Rock Mechanics.ORCID iD: 0000-0002-7361-0729
Dynapac Compact Equipment AB, Karlskrona, Sweden..
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Soil and Rock Mechanics.ORCID iD: 0000-0001-9615-4861
2020 (English)In: Proceedings of the Institution of Civil Engeneers: Geotechnical Engineering, ISSN 1353-2618, E-ISSN 1751-8563, Vol. 173, no 4, p. 339-347Article in journal (Refereed) Published
Abstract [en]

A new intelligent compaction method for vibratory soil compaction rollers that automatically and continuously adjusts the vibration frequency to obtain resonance in the coupled roller-soil system was evaluated in full-scale field tests on a 1 m high rock-fill embankment. This method has been called automatic frequency control (AFC). Compacting at the resonant frequency results in maximised deformations in the soil by optimising the dynamic behaviour of the system and improving the interaction between the drum and the soil. The embankment was also compacted conventionally at a fixed standard frequency in order to quantify the difference between the two methods. Applying AFC resulted in a higher degree of compaction of the embankment layer. The effect was most significant at the top of the embankment, where considerable compression was obtained - in contrast to the very loose material resulting from conventional compaction - thus eliminating the need for subsequent static passes. Spot tests showed a considerably stiffer embankment surface after a high number of passes using AFC. Other observed benefits of AFC include a more homogeneously compacted embankment, which benefits long-term behaviour, up to 15% reduced fuel consumption, reduced environmental impact and less machine wear.

Place, publisher, year, edition, pages
ICE Publishing , 2020. Vol. 173, no 4, p. 339-347
Keywords [en]
dynamics, embankments, field testing & monitoring
National Category
Geotechnical Engineering and Engineering Geology
Identifiers
URN: urn:nbn:se:kth:diva-279239DOI: 10.1680/jgeen.19.00159ISI: 000548602700006Scopus ID: 2-s2.0-85088461022OAI: oai:DiVA.org:kth-279239DiVA, id: diva2:1499123
Note

No duplicate with DiVA 1279022

QC 20201106

Available from: 2020-11-06 Created: 2020-11-06 Last updated: 2025-02-07Bibliographically approved

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Wersäll, CarlLarsson, Stefan

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Soil and Rock Mechanics
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