Print Email Facebook Twitter Laminated veneer lumber hollow cross-sections for temporary soil nailing Part of: 7th - International Scientific Conference on Hardwood Processing (ISCHP 2019)· list the conference papers Title Laminated veneer lumber hollow cross-sections for temporary soil nailing Author Hirschmüller, Sebastian (Technical University of Applied Sciences Rosenheim) Marte, Roman (Graz University of Technology) Englberger, Alexander (Technical University of Applied Sciences Rosenheim) Date 2019-08-27 Abstract An innovative approach using laminated veneer lumber (LVL) hollow sections for temporary geotechnical slope stabilisation is being presented within this article. The use of circular laminated veneer lumber hollow sections as reinforcement elements in soil nailing walls demands load bearing elements, primarily loaded in tension, with a length up to 10 m. Thus finger-jointing was found to be an efficient method of a longitudinal load-carrying connection in combination with a minimized cross section reduction at the joint. This paper discusses the applicabiltiy of finger jointing on beech wood laminated veneer lumber hollow sections and presents the results of large scaled tensile under variaton of the joint arrangement. To reference this document use: http://resolver.tudelft.nl/uuid:3032cdf9-9e7e-48bd-be81-ce2db7dbb0f1 Part of collection Conference proceedings Document type conference paper Rights (c) the author(s) Files PDF Laminated veneer lumber h ... ailing.pdf 729.88 KB Close viewer /islandora/object/uuid:3032cdf9-9e7e-48bd-be81-ce2db7dbb0f1/datastream/OBJ/view