Relevant bibliographies by topics / Anchors

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Anchors'

Author: Grafiati
Published: 4 June 2021
Last updated: 25 July 2025

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Journal articles on the topic "Anchors"

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Llauradó, Paula Villanueva, Rafael Cascón Porres, Alberto Sanchidrián Blázquez, Francisco Santos Olalla, and Fernando Gómez Álvarez. "Flexural Tests for Efficiency Evaluation of Spike Anchors on CFRP-Strengthened Concrete." Materials 16, no. 1 (2022): 164. http://dx.doi.org/10.3390/ma16010164.

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Spike anchors are one of the most promising techniques to prevent or delay debonding in FRP reinforcement sheets. There are several parameters affecting the anchors’ capacity, such as the embedment length and dowel angle. Regardless of the anchors’ capacity, their contribution to the overall strength of the anchored joint is affected by a larger number of variables, including the bonded length behind the anchors, the number and arrangement of the anchors, and the contact surface between the anchor fan and the FRP sheet. This paper presents experimental results of 10 tests conducted on concrete
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Liao, Hung-Jiun. "Ground anchors corrosion - the beginning of the end." MATEC Web of Conferences 195 (2018): 03001. http://dx.doi.org/10.1051/matecconf/201819503001.

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Ground anchor corrosion is a common problem for anchored slopes in Taiwan. It is partly due to the humid climate condition and abundant groundwater in the slope and partly due to poor corrosion protection of anchor design and construction. In 2010, an anchored slope at Taiwan National Freeway No. 3 failed suddenly after 13 years of service. It buried 3 cars and killed 4 people. It caught the public’s attention and initiated the island-wide program on over hauling the anchors slopes in Taiwan. Since this event, the Ministry of Transportation and Communication (MOTC) of Taiwan government had lau
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El Sharnouby, M. M., and M. H. El Naggar. "Numerical investigation of the response of expansion anchors used to attach helical pile connectors to concrete foundations." Canadian Journal of Civil Engineering 37, no. 6 (2010): 866–77. http://dx.doi.org/10.1139/l10-025.

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This paper evaluates the performance of expansion anchors used to attach helical pile connectors to foundations. The anchors’ response to pullout loads was evaluated using nonlinear finite element analysis with the aid of the commercial software, Abaqus. The connector capacity under horizontal movement of the foundation for different anchor diameters, embedment depths, and anchors’ spacing is reported. It was found that the pre-tension load had no influence on the anchor ultimate capacity, but affected the anchor response at service load levels and the displacement at failure. Under pullout lo
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Zhang, Huawen, and Scott T. Smith. "Fibre-reinforced polymer (FRP)-to-concrete joints anchored with FRP anchors: tests and experimental trends." Canadian Journal of Civil Engineering 40, no. 11 (2013): 1103–16. http://dx.doi.org/10.1139/cjce-2012-0525.

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This paper reports an investigation on the influence of anchors made from fibre-reinforced polymer (herein FRP anchors) when applied to FRP-to-concrete bonds. The experimental section of the paper consists of 44 tests on FRP-to-concrete joints of which 20 joints are unanchored controls and 24 joints are anchored with FRP anchors. The influence of plate width, plate thickness and plate elastic modulus are considered as these parameters have received little to no attention to date. An increase in plate width is shown to considerably enhance the joint strength although the influence of the anchor
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Liu, Ying Li, Tie Zhu Jiang, Jun Hong Huan, and Fu Quan Xu. "Experimental Study on Tension Performance of Anchor Group." Advanced Materials Research 912-914 (April 2014): 666–74. http://dx.doi.org/10.4028/www.scientific.net/amr.912-914.666.

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The torque-controlled expansion anchors, undercut anchors,bonded anchors and special inverted conical chemical anchors subjected to tension load, which including single anchor, two anchors, four anchors and eight anchors are tested. Failure mode and tension performance of anchor group are investigated, and test value and calculative value of ultimate load are compared. Experimental results show that some anchor group occur the concrete cone failure under tension load, and others occur steel failure under tension load. Test value and calculative value of ultimate load are compared, and the resu
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Mei, Kui Hua, Zhi Tao Lv, and Ji Wen Zhang. "The Static Test Study on Anchors of CFRP Cables." Advanced Materials Research 671-674 (March 2013): 1635–40. http://dx.doi.org/10.4028/www.scientific.net/amr.671-674.1635.

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The axial performance of CFRP is excellent, while the lateral compression strength and shear strength are low, thus they can’t be anchored by traditional anchors. A new type of adhesive anchor was designed and five experimental cables were fabricated and the static tests were carried out. In the tests, the tensile capacity, bond strength and pullout behavior of CFRP cables anchors filled with resin were discussed. The efficiency coefficients and the load-slip behaviors of the bond-type anchors and the uniformities of the stresses in the tendons were studied. Several conclusions are drawn which
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Chen, Yung-Chung, and Jiann T. Lin. "Multi-anchored sensitizers for dye-sensitized solar cells." Sustainable Energy & Fuels 1, no. 5 (2017): 969–85. http://dx.doi.org/10.1039/c7se00141j.

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Deng, Jun, Minting Zhong, Yifeng Zheng, and Miaochang Zhu. "Experimental Study on the Durability of Steel Anchors for Prestressed CFRP Laminates under Accelerated Galvanostatic Corrosion." Materials 15, no. 16 (2022): 5665. http://dx.doi.org/10.3390/ma15165665.

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The novelty of the present study is to address the durability of corroded anchors for prestressing CFRP laminates. Two types of steel anchors, clamp anchors and wedge anchors, were used to prestress CFRP laminates and then subjected to steel corrosion through a galvanostatic acceleration approach, which was followed by tensile tests. Compared to clamp anchors, wedge anchors showed a superior durability performance in terms of their prestress retention, anchor efficiency, and resistance to the slippage of the CFRP laminate. After accelerated corrosion for 144 h, the clamp anchor exhibited a pre
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TOMASZEWICZ, Dariusz, Krzysztof CZECH, Jerzy K. SZLENDAK, and Adam BARYŁKA. "Load-bearing capacity of single and multi-anchor connections – theory vs results of experimental research (part 1)." Inżynieria Bezpieczeństwa Obiektów Antropogenicznych, no. 3 (October 1, 2024): 98–110. http://dx.doi.org/10.37105/iboa.224.

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The manuscript reviews the methods and mathematical relationships for estimating the theoretical load capacity of steel anchors – both single-anchor (bonded perpendicularly and diagonally to the surface) and multi-anchor systems. Input data for comparative analyses (experimental load capacity of anchors) were obtained from laboratory tests. A total of 62 R-STUDS bonded anchors, made from metric studding M12 threaded rods, made of carbon steel class 5.8, were tested. The scope of the tests included: 22 single anchors bonded at an angle of 90° to the concrete surface, 12 single diagonal anchors
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Yuan, Chi, Dongxue Hao, Shijun Ding, and Mintao Ding. "Field Experimental Study on the Uplift and Lateral Capacity of Deep Helical Anchors and Grouped Helical Anchors in Clays." Buildings 14, no. 3 (2024): 662. http://dx.doi.org/10.3390/buildings14030662.

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This research aims to investigate the bearing capability of deep helical anchors and grouped helical anchors under uplift or lateral loads using field experiments. Grouped helical anchors may serve as a viable alternative to traditional deep foundations, offering increased resistance against uplift and lateral forces. The study of group effect primarily focuses on vertically installed helical anchors, with few data available on various configurations of grouped helical anchors. This research includes a total of 12 single-helix anchors, 4 double-helix anchors, and 4 grouped helical anchors, wit
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Dissertations / Theses on the topic "Anchors"

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Hu, Shenghua, and 胡盛华. "FRP-strengthened RC slabs anchored with FRP anchors." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2011. http://hub.hku.hk/bib/B47849800.

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Existing reinforced concrete (RC) structure can be strengthened upon the addition of externally bonded high-strength light-weight fibre-reinforced polymer (FRP) composites. An abundance of research over the last two decades has established the effectiveness of the externally bonded FRP via extensive experimental testing. Perhaps the most commonly occurring failure mode though is premature debonding of the FRP and debonding generally occurs at strains well below the strain capacity of the FRP. Debonding failures are undesirable as they are typically brittle and represent an under-utilis
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Steele, Catherine A. "Measuring career anchors and investigating the role of career anchor congruence." Thesis, Coventry University, 2009. http://curve.coventry.ac.uk/open/items/4d808ce0-304f-08e3-36e3-c12a4460c409/1.

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This thesis empirically examines the career orientations inventory (COI) as a measure of career anchors and then, using this measure, it goes on to investigate the relationship between career anchor congruence and work related outcomes, specifically job satisfaction and organisational commitment. The psychometric properties of the 40 item COI (presented by Igbaria and Baroudi, 1993) were explored by the administration of the measure to a sample of 658 individuals from 27 organisations in the UK. Through factor analysis an eight factor structure was demonstrated in line with that proposed by Sc
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Ljungberg, Jakob. "Pullout test of rock bolts at the Lima Hydropower station : -Assessment of the test method." Thesis, KTH, Betongbyggnad, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-192448.

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During construction of dams, rock bolts are in general installed in the interface between concrete and rock as an extra safety measure against overturning failure. These bolts are however not allowed to be taken into consideration for the stability calculations of large dams. New standards and new design criterias have increased the requirements of the safety of the old dams, leading to a need for expensive rehabilitation and strengthening. It is possible that consideration of these bolts in stability calculations may lead to money being saved. In order to do so more information about the long
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Bengal, Steven T. "The Impact of Implausible Anchors." The Ohio State University, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=osu1343763460.

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Knight, Simon John. "Abstracting anchors from documents." Thesis, University of Southampton, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.243046.

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Singh, Neena. "Biosynthesis of glycophospholipid anchors." Case Western Reserve University School of Graduate Studies / OhioLINK, 1990. http://rave.ohiolink.edu/etdc/view?acc_num=case1054926816.

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Bill, Jinbiao Bill. "Valuation anchors and premium multiples." Thesis, Lancaster University, 2009. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.535988.

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CODARO, ROSANA SILVINA. "CAREER ANCHORS AND JOB SATISFACTION." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2015. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=25844@1.

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O presente estudo visa analisar a relação entre satisfação no trabalho e o alinhamento do emprego do indivíduo com suas habilidades, necessidade e valores, denominadas âncoras de carreira. Para tanto, foi realizada uma pesquisa quantitativa, um survey baseado no Modelo de Âncoras de Carreira de Schein e Van Maanen (2013) e na Escala de Satisfação do trabalho de Siqueira (2008), para uma amostra não probabilística de 96 alunos de uma escola de Administração de uma universidade privada de Rio de Janeiro. A partir da pesquisa concluímos que não existe associação significativa entre a satisfação n
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Layton, Emily Gwilliam. "Anchors of Religious Commitment in Adolescence." BYU ScholarsArchive, 2010. https://scholarsarchive.byu.edu/etd/2407.

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This study explores adolescent religious commitment using qualitative data from a religiously diverse (Jewish, Christian, and Muslim) sample of 80 adolescents from California and New England. It identifies a new construct, "anchors of religious commitment," to describe what adolescents are committing to as a part of their religious identity. Seven anchors of religious commitment are discussed: (a) religious traditions, rituals, and laws; (b) God; (c) faith traditions or denominations; (d) faith community members; (e) parents; (f) scriptures or sacred texts; and (g) religious leaders. Various
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Jonnalagadda, Silpa P. "Standardization of test methodology: a comparison between three suture anchors." Thesis, Texas A&M University, 2005. http://hdl.handle.net/1969.1/2442.

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Suture anchors have been used successfully in many applications in orthopedics. They have been in the forefront of research in the recent years. Most of the studies, though, have focused on human suture anchors. This research concentrates on the veterinary aspect of suture anchors. Currently, there is no standardization of testing methods. One of the objectives of this research is to develop a standardized method of testing that is clinically relevant, at least for veterinary use. Another objective of this research is to compare the durability of three commercial suture anchors manufactured b
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Books on the topic "Anchors"

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Sabatini, P. J. Ground anchors and anchored systems. U.S. Dept. of Transportation, Federal Highway Administration, Office of Bridge Technology, 1999.

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Boer, Claudia den. Anchors. The Eriskay Connection, 2016.

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1959-, Gaines Bob, ed. Climbing anchors. 2nd ed. FalconGuide, 2006.

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Bacus, Kathleen. Anchors aweigh. Dorchester, 2008.

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John, Long. Climbing anchors. Chockstone Press, 1993.

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Das, Braja M. Earth anchors. J. Ross Pub., 2007.

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Robinson, Norman Edward. Anchors aweigh. Xlibris Corp., 2009.

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Das, Braja M. Earth anchors. Elsevier, 1990.

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John, Long. Climbing anchors. 3rd ed. Falcon Guides, 2013.

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Co, Life@Work, ed. Ethical anchors. Word Pub., 2000.

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Book chapters on the topic "Anchors"

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Cederholm, Dan. "Anchors." In Web Standards Solutions. Apress, 2004. http://dx.doi.org/10.1007/978-1-4302-1089-4_7.

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Chodza, Mehmet, Mehmet Demirhan, and Olgar Birsel. "Anchors." In Fundamentals of the Shoulder. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-94702-6_20.

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Rincent, Jean-Jacques Henri. "Horizontal Anchors." In Ground Anchors. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4414-5_7.

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AbstractThis chapter is special in that, during the various test sites, it was possible to test horizontal tie rods accessible at both extremities. The results obtained demonstrate the reliability of the method. Results are analyzed for two test sites.
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Rincent, Jean-Jacques Henri. "Waves-Vibratory Analysis." In Ground Anchors. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4414-5_1.

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AbstractThis chapter presents the theoretical basis of the vibration analysis method applied to the field of tie rods. The elements obtained during acquisition are then used to obtain results concerning free and total lengths, the diameters of the elements tested and the dynamic stiffness used to calculate the internal force at the tie-rod.
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Rincent, Jean-Jacques Henri. "Accuracy of Measurement." In Ground Anchors. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4414-5_18.

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AbstractThe relative uncertainty about dynamic stiffnesses shows the tie-rod stability during testing and also can define the tie rods which will be re-tensioned. The shocks caused by the hammer modify the behavior of the tie rod.
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Rincent, Jean-Jacques Henri. "Statics and Dynamics Tests." In Ground Anchors. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4414-5_17.

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Rincent, Jean-Jacques Henri. "Examples." In Ground Anchors. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4414-5_19.

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Rincent, Jean-Jacques Henri. "Conclusions." In Ground Anchors. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4414-5_20.

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Rincent, Jean-Jacques Henri. "Interest of Non-destructive Tests." In Ground Anchors. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4414-5_10.

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AbstractAn analysis of the different advantages of the non-destructive tests lead to organize a campaign of tests with a repartition between static and dynamic tests to obtain a representative result of the contention walls.
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Rincent, Jean-Jacques Henri. "Sampling." In Ground Anchors. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4414-5_16.

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AbstractThe representativeness of a sample is a relative notion. The aim is to optimize the static tests number but also to obtain a formula linking dynamic stiffness and force for the whole retaining wall.
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Conference papers on the topic "Anchors"

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Chen, Jinbo, Pin Xiu Ng, Zhuo Wang, et al. "Installation and Capacity Analyses of Offshore Torpedo Anchors." In Offshore Technology Conference. OTC, 2025. https://doi.org/10.4043/35639-ms.

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Abstract Torpedo anchors are dynamically installed anchors for the mooring systems of floating platforms and received the name of "torpedo" due to the cone head and the fin tail. Commonly used torpedo anchors have a diameter of around 1.0m (typically between 0.7 to 1.3m) and a length-to-diameter ratio of less than 20. During an offshore installation, the anchor will be lowered down to a height from the seabed about 50-100m. Once released from the releasing mechanism, the anchor will fall through the water column and penetrate into soil reaching the target depth within 10s. The target embedment
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Zhao, Yanbing, and Haixiao Liu. "Key Techniques in Simulating Comprehensive Anchor Behaviors by Large Deformation Finite Element Analysis." In ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-61348.

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With the application of innovative anchor concepts and advanced technologies in deepwater moorings, anchor behaviors in the seabed are becoming more complicated, such as 360-degree rotation of the anchor arm, gravity installation of anchors with high soil strain rate, and keying and diving (or penetration) of anchors. As a very important component of the installation or mooring system, anchor line connects the anchor and the anchor handling vessel (AHV) or floating moored platform. With moving of the AHV or platform, anchor line produces a space movement, and forms a reverse catenary shape and
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Farrokhzad, M. A. "Stability Design Criteria for Above-Ground Unrestrained Pipeline Anchors and Line-Stops, Considering Frictional Forces Caused by Thermal Expansion and Weight of Pipeline." In 2006 International Pipeline Conference. ASMEDC, 2006. http://dx.doi.org/10.1115/ipc2006-10593.

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Pipeline anchors and line stops are essential elements for design and construction of a pipeline system. Anchors limit and isolate the thermal growth of the pipeline and control as well as guide it in favorable directions. Steel piles are often used to serve as anchors. Designing of anchors should include a combination of reactions between pipe to shoe-anchor, shoe-anchor to steel pile and steel pile to soil as well as stability consideration of soil at the location where anchor is applied. Many factors have to be considered in the engineering design of pipeline anchors and line stops, includi
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de Aguiar, Cristiano S., José Renato M. de Sousa, Luís V. S. Sagrilo, Gilberto B. Ellwanger, and Elisabeth C. Porto. "A Simple Approach for Determining the Holding Capacity of Torpedo Anchors Embedded in Cohesive Soils." In ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-10809.

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Torpedo anchors have been used in various offshore applications especially due to its low cost installation and the ability to withstand high inclined loads. This anchor consists of a shaft in which flukes are welded in order to increase the soil-anchor contact region and, consequently, its holding capacity. Since this anchor presents a singular geometry, different from a regular cylindrical anchor/pile, the computation of the holding capacity of a torpedo anchor is not straightforward. In a previously presented work, the holding capacities of typical torpedo anchors were assessed with a finit
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Zhang, Min-Hao, Yong Fu, and Zhen-Yu Yin. "Pull-Out Capacity of Suction Anchors Considering Trench Effect: A Numerical Study." In ASME 2024 43rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2024. http://dx.doi.org/10.1115/omae2024-124892.

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Abstract With the increasing utilization of suction anchors in mooring systems, field surveys have observed seabed trenches near suction anchors caused by anchor chain motion and soil erosion. The presence of these trenches significantly reduces the pull-out capacity of suction anchors, emphasizing the need for attention. This study investigates the impact of seabed trenches on the undrained pull-out capacity of suction anchors at an optimal padeye depth through a series of finite element analyses. Rectangular cross section trenches are considered in this study. The effects of trench size, tre
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Wan, Xiaopei, Guoqiu Li, Yujiu Yang, and Zhenhua Guo. "Augmenting Anchors by the Detector Itself." In Thirty-First International Joint Conference on Artificial Intelligence {IJCAI-22}. International Joint Conferences on Artificial Intelligence Organization, 2022. http://dx.doi.org/10.24963/ijcai.2022/191.

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Usually, it is difficult to determine the scale and aspect ratio of anchors for anchor-based object detection methods. Current state-of-the-art object detectors either determine anchor parameters according to objects' shape and scale in a dataset, or avoid this problem by utilizing anchor-free methods, however, the former scheme is dataset-specific and the latter methods could not get better performance than the former ones. In this paper, we propose a novel anchor augmentation method named AADI, which means Augmenting Anchors by the Detector Itself. AADI is not an anchor-free method, instead,
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Kronemberger Lopes, Guilherme, José Renato Mendes de Sousa, Allan Carre de Oliveira, and Rachel Guerreiro Basilio Costa Genzani. "Assessment of the Group Behavior of Torpedo Anchors Through Finite Element Modelling." In ASME 2024 43rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2024. http://dx.doi.org/10.1115/omae2024-125337.

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Abstract In Brazilian offshore fields, torpedo anchors are extensively used in deep-water mooring systems. These anchors are known to be cost-effective and capable of withstanding high vertical loads. Despite their successful usage in the offshore industry, the increasing loads imposed by the mooring systems in ultra-deepwater applications demand higher anchor holding capacities. In this scenario, a possible solution is to consider a group of torpedo anchors, which has not been investigated. Hence, this article uses a three-dimensional nonlinear finite element model to present a numerical stud
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Hossain, Muhammad Shazzad, Mohammad Arif Mohiuddin, Kuntan Chang, Kaixiang Koh, and Youngho Kim. "Suction Caisson Anchor and Dynamically Installed Fish Anchor in Calcareous Silt." In ASME 2023 42nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2023. http://dx.doi.org/10.1115/omae2023-104680.

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Abstract Suction caisson anchors are proven reliable anchoring solutions for tethering floating facilities in shallow to deep water. Dynamically installed anchors have been identified as the most cost-effective option for particularly deep water developments. Recently, the dynamically installed fish anchor has been introduced, adopting a geometry taken from nature. Physics for installing these two anchors are different. However, owing to the counterbalancing effects of strain rate dependency and strain softening the operative undrained shear strength around these two anchors may be similar. Af
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Dwenger, Fabian, Klaus Kerkhof, Veit Birtel, and Thilo Froehlich. "Experiments on Seismic Performance of Piping Mounted to a Concrete Floor by Post-Installed Anchors." In ASME 2015 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/pvp2015-45777.

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In nuclear power plants, non-structural systems such as piping are often connected to concrete floors by post-installed anchors. During an earthquake, the anchors have to transfer the dynamic loads between the structural and mechanical components of the power plant. The dynamic behavior of the coupled system concrete-anchor-piping is not only governed by the main components but also by the load-bearing behavior of the anchors and the dynamic behavior of pipe supports. Stiffness reduction of supports can lead to contact problems. Impact loads due to gaps between the anchor plate and concrete fl
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O’Loughlin, Conleth D., Anthony P. Blake, Dong Wang, Christophe Gaudin, and Mark F. Randolph. "The Dynamically Embedded Plate Anchor: Results From an Experimental and Numerical Study." In ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-11571.

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Dynamically embedded plate anchors are rocket shaped anchors that penetrate to a target depth in the seabed by the kinetic energy obtained through free-fall. After embedment the central shaft is retrieved leaving the anchor flukes vertically embedded in the seabed. The flukes constitute the load bearing element as a plate anchor. This paper provides an overview of an experimental and numerical study undertaken to provide the first performance data for this anchor concept. The experimental work includes geotechnical centrifuge modelling and field tests using three different reduced anchor scale
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Reports on the topic "Anchors"

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Murray, Matthew, and Aaron Griffin. Evaluation of anchorage for the Bridge Supplemental Set : uplift capacity in weak soils and installation limits for the ROCK-IT lead section. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49720.

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Two series of experiments were conducted to evaluate the uplift capacity of Bridge Supplemental Set (BSS) anchors in weak/dense soils. Six anchors were installed in two different sites consisting of very soft soils, and tension was applied until uplift. Experimental uplift capacities were compared to theoretical minimum capacities, which proved to be a conservative way to estimate anchor capacity. Minimum average installation torque of 1,750 ft-lb was recommended. Sixteen anchors were installed in six different sites with dense soils. Soils with N values of 22 and higher prohibited anchor inst
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2

Turner, John. Evaluation of Elongation Criteria and Friction Loss in Ground Anchors. Deep Foundations Institute, 2014. http://dx.doi.org/10.37308/cpf-2013-soil-1.

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This report describes a research project for evaluating the applicability of the widely accepted 80 percent criterion for elongation of ground anchors to anchors with unbonded lengths exceeding 100 feet. This issue is driven by several recent projects involving ground anchors for landslide stabilization in which a significant percentage of the anchors did not meet the criterion that requires measured elongation during proof load testing of at least 80 percent of the theoretical elastic elongation. The projects involved anchor unbonded lengths in the range of 85 to 220 feet, which is outside th
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3

Bjella, Kevin, Daniel Vandevort, and Sarah Kopczynski. Preliminary testing of expedient ground anchor solutions for guyed towers in remote cold regions : considerations for cold remote regions with limited tools. Engineer Research and Development Center (U.S.), 2023. http://dx.doi.org/10.21079/11681/47328.

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Ground anchors connected to guy wires for tower structures in cold climates suffer from frost heaving, which causes loss of wire tension and subsequent structural instability. It is necessary to understand what ground anchors are available to resist this tendency yet are still capable of expedient installation in remote areas. To that end, three metal, traditional ground-anchor types (arrowhead, bullet, and penetrating auger) and one novel polyvinyl chloride (PVC) T-post anchor were evaluated in frozen gravels and frozen silts at a research facility in Fairbanks, Alaska. Criteria included inst
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4

Cheok, Geraldine S., and Long T. Phan. Post-installed anchors:. National Institute of Standards and Technology, 1998. http://dx.doi.org/10.6028/nist.ir.6096.

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5

Edwards, Sebastian. Exchange Rates as Nominal Anchors. National Bureau of Economic Research, 1992. http://dx.doi.org/10.3386/w4246.

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6

Wegner, Dana M., Colan D. Ratliff, and Kevin Lynaugh. Fouled Anchors: The CONSTELLATION Question Answered. Defense Technical Information Center, 1991. http://dx.doi.org/10.21236/ada241916.

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7

Siebrits, Krige, and Estian Calitz. Fiscal anchors and sustainable fiscal policy. UNU-WIDER, 2023. http://dx.doi.org/10.35188/unu-wider/2023/406-9.

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8

Flood, Robert, and Michael Mussa. Issues Concerning Nominal Anchors for Monetary Policy. National Bureau of Economic Research, 1994. http://dx.doi.org/10.3386/w4850.

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9

Griffin, Aaron, and Matthew Murray. Helical anchor installation with the High Mobility Engineer Excavator : proof-of-concept testing. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/49215.

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Proof-of-concept testing was conducted to determine the viability of helical anchor installation using the US Army’s High Mobility Engineer Excavator (HMEE). To facilitate the proof-of-concept test, a new hydraulic hose kit was designed that connects the Bridge Supplemental Set (BSS) drive motor to the HMEE’s auxiliary hydraulic system. Additionally, a steel mount was fabricated that provided means to attach the BSS drive motor to the boom of the HMEE. Testing indicated the HMEE can successfully install the BSS anchors with the required hardware, but the vehicle’s large footprint will likely i
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10

StJohns, M. Automated Updates of DNS Security (DNSSEC) Trust Anchors. RFC Editor, 2007. http://dx.doi.org/10.17487/rfc5011.

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