Long‐term material properties of circular hollow laminated veneer lumber sections under water saturation and cement alkaline attack

  • Innovative beech laminated veneer lumber (LVL) circular hollow sections for the use as temporary geotechnical soil nailing systems are currently being developed. Due to the permanent subsoil cement embedment, combined with high water saturation and permanent loading, the timber sections will lose strength and stiffness over time to a degree currently unknown. This paper presents the tensile and bending material properties of flat and curved beech LVL under various periods of immersion in a water–cement grout solution aiming at inducing both water saturation and long-term alkaline attack of the timber. In total, 824 and 279 samples were tested in tension and bending, respectively. Results show that samples manufactured from 3 mm thick veneers result in tensile strength and stiffness 17% and 24% higher, respectively, than samples manufactured from 2 mm thick veneers. A reduction in the initial bending and tensile strength of up to 70% was found after 90 days of water saturation and cement contact. Taking into account a duration of load factor for permanent loading of two years, it is recommended to reduce the short-term tensile and bending strength of beech circular hollow sections to be used as geotechnical anchors by 80%.

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Author:Sebastian Hirschmüller, Johann Pravida, Roman Marte, Michael Flach
Parent Title (English):Wood Material Science and Engineering
Document Type:Article (peer reviewed)
Publication Year:2019
Tag:Cement alkaline attack; Laminated veneer; Timber engineering; Water saturation
First Page:142
Last Page:156
Peer reviewed:Ja
faculties / departments:Fakultät für Holztechnik und Bau
Forschung und Entwicklung
Dewey Decimal Classification:6 Technik, Medizin, angewandte Wissenschaften / 62 Ingenieurwissenschaften / 620 Ingenieurwissenschaften und zugeordnete Tätigkeiten