Experimental Development and Field Validation of Rock Anchors for Sustainable Onshore Foundations

• Published in: Journal of physics. Conference series Vol. 2745; no. 1; pp. 12011 - 12019
• Main Authors: Suchorzewski, Jan, Flansbjer, Mathias, Chaudhari, Ojas, Williams Portal, Natalie
• Format: Journal Article
• Language: English
• Published: Bristol IOP Publishing 01.04.2024
• Subjects: Bearing capacity; Field tests; Grout; High strength steels; Metal sheets; Prestressing; Prototypes; Service life; Shear forces; Installation; Bond length; Mortar; Design freedom; High strength steel; Force transmission; Shear force; Steel sheet; Rock anchors; Anchors; Experimental development; High-strength steel sheet; Technological advancement; Grouting; Complex geometries; Field validation; Installation practices
• ISSN: 1742-6588; 1742-6596; 1742-6596
• DOI: 10.1088/1742-6596/2745/1/012011

Abstract The development of an innovative rock anchor prototype manufactured using high strength steel sheets produced locally in Sweden is the core of the PROWIND concept. Steel sheets provide a design freedom to easily manufacture complex geometries, which can be advantageous to enhance the shear force transmission in the bond-length segment of the anchor. The underlying challenge of this concept has been to design a solution which meets the design requirements of today and future technological advancements, all while keeping conventional installation practices in mind. The project followed a 4-step development process: (1) concept analysis and modelling, (2) small-scale prototypes testing and (3) large scale lab-validation and lastly (4) field validation. The performance of the developed rock anchor prototype and grouting material was experimentally quantified on both small and large-scale test specimens and also validated in full scale in the field concerning installation process, proof-loading and maintaining the prestress over time. The PROWIND anchors with the end feature with ribbed design have 4-5 times higher load bearing capacity. The experience from the anchor installation proved that the developed grout and anchors are faster and easier to install. The field test in two different geological conditions has proven that the news design is reducing the required anchorage length to just 1 meter. The restressing of anchors is fully possible with the proposed lock-off solution with a nut. All of those contribute to lower costs of installations and possibly longer service-life.