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A Suggested Method for the Study of Crushed Aggregate Response to Dynamic Compaction
Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.ORCID-id: 0000-0001-8564-3694
Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.ORCID-id: 0000-0002-1660-0663
Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.ORCID-id: 0000-0002-5165-4229
Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.ORCID-id: 0000-0002-9766-0106
Rekke forfattare: 42017 (engelsk)Inngår i: The Electronic journal of geotechnical engineering, ISSN 1089-3032, E-ISSN 1089-3032, Vol. 22, nr 02, s. 387-406Artikkel i tidsskrift (Fagfellevurdert) Published
Abstract [en]

Soil improvement by dynamic compaction has been extensively used all around the world in large civil engineering projects. Limited number of laboratory tests has been conducted to study the behavior of soil material under dynamic loading. A suggested method is presented in this paper which includes a new laboratory apparatus and experimental procedure as well as data analysis. The suggested impact machine is a drop hammer type machine, it can host up to 37.5 mm particle size in a coarse-grained aggregate matrix independent of its conditions, i.e. saturated or unsaturated, it is also flexible in terms of weight and size of the drop hammer and the mold. The machine is equipped with accelerometers for continuous monitoring of the sample’s behavior during impact. The experimental procedure shows the steps for conducting consistent dynamic compaction tests. It also describes how the measurements should be conducted. These measured quantities correspond to key parameters such as density, angle of repose and compaction. Finally, a case example demonstrates the function of the machine and the analysis of the recorded data.

sted, utgiver, år, opplag, sider
Mete Öner , 2017. Vol. 22, nr 02, s. 387-406
Emneord [en]
Dynamic compaction, impact tests, experimental apparatus, soil behavior, confined blasting
HSV kategori
Forskningsprogram
Gruv- och berganläggningsteknik
Identifikatorer
URN: urn:nbn:se:ltu:diva-61643OAI: oai:DiVA.org:ltu-61643DiVA, id: diva2:1068714
Prosjekter
Improved understanding of sublevel blasting – Determination of the extent of the compacted zone, its properties and the effects on caving
Merknad

Validerad; 2017; Nivå 1; 2017-02-15 (andbra)

Tilgjengelig fra: 2017-01-26 Laget: 2017-01-26 Sist oppdatert: 2018-11-20bibliografisk kontrollert

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Petropoulos, NikolaosMihaylov, DimitarJohansson, DanielNordlund, Erling

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