Relevant bibliographies by topics / Anchor capacity

Contents

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

Academic literature on the topic 'Anchor capacity'

Author: Grafiati
Published: 4 June 2021
Last updated: 6 February 2022

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Journal articles on the topic "Anchor capacity"

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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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Peccin da Silva, Anderson, Andrea Diambra, Dimitris Karamitros, and Shiao Huey Chow. "A Cyclic Macro-Element Framework for Consolidation-Dependent Three-Dimensional Capacity of Plate Anchors." Journal of Marine Science and Engineering 9, no. 2 (2021): 199. http://dx.doi.org/10.3390/jmse9020199.

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This paper presents a new macro-element modelling framework for plate anchors which enables the effect of pore water pressure changes and the related evolution of soil strength during the process of cyclic loading and consolidation to be captured. The proposed modelling framework combines an advanced macro-element model for plate anchors, expanded to capture the cyclic loading behaviour, with a simple one-dimensional model of undrained shearing and consolidation for a soil element representative of the whole soil mass around the anchor. The representative soil element tracks the effects of cha
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Stewart, William. "Uplift capacity of circular plate anchors in layered soil." Canadian Geotechnical Journal 22, no. 4 (1985): 589–92. http://dx.doi.org/10.1139/t85-078.

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For anchors embedded in cohesive soil, the uplift capacity remains almost constant when the ratio of anchor embedment depth to anchor diameter (D/B) increases above about 4.5. The uplift capacity of anchors in cohesionless soil increases as D/B increases and the increase is greater with increased density of the cohesionless soil. Then, given that an anchor is embedded in cohesive soil, it may be possible to increase the uplift capacity of the anchor by placing a cohesionless overlay on the clay layer.The purpose of the model tests reported in this note was to investigate the effectiveness of p
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Lu, Li, and Shu Guang Wu. "Bearing Capacity Predicting Method on Mortar-Rock Interface of Compression Type Rock Anchor." Applied Mechanics and Materials 357-360 (August 2013): 880–83. http://dx.doi.org/10.4028/www.scientific.net/amm.357-360.880.

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To predict bearing capacity on mortar-rock interface of compression type rock anchor, the failure model of fixed anchor length is established. The maximal shear stresses on the interface in front of the bearing plate are determined based on tests. The relation of maximal shear stress and fixed anchor length is assumed. Double exponential function curves are adopted to simulate the ultimate state of the fixed anchor length. Two parameters are introduced to adjust the curve shape. According to the results of the field test, the values range of the parameters in soft rock is determined. After com
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Choudhury, Deepankar, and K. S. Subba Rao. "Seismic uplift capacity of inclined strip anchors." Canadian Geotechnical Journal 42, no. 1 (2005): 263–71. http://dx.doi.org/10.1139/t04-074.

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Uplift capacities of inclined strip anchors in soil with a horizontal ground surface are obtained under seismic conditions. Limit equilibrium approaches with a logarithm-spiral failure surface and pseudostatic seismic forces are adopted in the analysis. The results are presented in the form of seismic uplift capacity factors as functions of anchor inclination, embedment ratio, angle of internal friction of the soil, and horizontal and vertical seismic acceleration coefficients. The uplift capacity factors are worked out separately for cohesion, surcharge, and density components. Use of the pri
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Yang, Xuexiang, Shanpo Jia, Caoxuan Wen, and Yuanjie Liu. "Development of a New Inflatable Controlled Anchor System and Experimental Study of pull-out Capacity." Advances in Civil Engineering 2019 (April 30, 2019): 1–12. http://dx.doi.org/10.1155/2019/8105986.

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Considering the deficiency of traditional anchors, we propose a new type of inflatable controlled anchor system in this paper. The working mechanism and its structural composition of newly designed inflatable controlled device are discussed in detail. To investigate the performance and pull-out capacity of this new anchor system, a series of field tests were carried out under different inflation pressure conditions. By comparing these test results with those of traditional grouting anchors, a full-process constitutive model of anchor-soil interface is proposed to depict the pull-out characteri
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Tian, Yinghui, Christophe Gaudin, Mark F. Randolph, and Mark J. Cassidy. "Influence of padeye offset on bearing capacity of three-dimensional plate anchors." Canadian Geotechnical Journal 52, no. 6 (2015): 682–93. http://dx.doi.org/10.1139/cgj-2014-0120.

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This paper reports advanced three-dimensional large-deformation finite element analyses investigating the effect of the padeye offset on the behaviour of plate anchors. The analyses varied the normalized padeye offset from 0 to 0.5 and identified two counterbalancing effects on the anchor bearing capacity induced by the padeye offset. These are the change in anchor inclination with respect to the direction of loading (detrimental due to the reduction of bearing area) and the reduction of loss of embedment (beneficial, as the anchor mobilizes stronger soil). The results provide insights to opti
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Mahrenholtz, Christoph, and Akanshu Sharma. "Load Capacity of Shallow Embedded Anchor Channels." CivilEng 1, no. 3 (2020): 243–52. http://dx.doi.org/10.3390/civileng1030015.

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Anchor channels are cast in concrete and allow the connection of components using channel bolts. In recent years, the design to value resulted in ever thinner concrete elements, which often cannot accommodate the required embedment depth of standard anchor channels. For this reason, channels may be fitted with short anchors. While existing design provisions allow for the calculation of the tension capacity also for shallow embedded anchor channels, tests are required to determine product-specific parameters for the economic shear loads design. The presented study investigated the performance o
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Neubecker, S. R., and M. F. Randolph. "The static equilibrium of drag anchors in sand." Canadian Geotechnical Journal 33, no. 4 (1996): 574–83. http://dx.doi.org/10.1139/t96-083-305.

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This paper examines the static equilibrium of drag anchors during embedment in sand. A limit equilibrium method is developed to allow the anchor holding capacity to be predicted given a specific anchor geometry and position relative to the free surface of the sand. The method is based on the earlier approach of Le Lievre and Tabatabaee, but is extended to include a three-dimensional soil wedge, which is consistent with experimental observation. The solution procedure is also extended to be more applicable for anchors at a preultimate stage by incorporating a force behind the anchor fluke. To c
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Chen, Qiu-nan, Meng Yang, and Xiao-cheng Huang. "Experimental Exploration of Bearing Capacity of Clay with Multiple Inflatable Anchors." Geofluids 2020 (December 14, 2020): 1–11. http://dx.doi.org/10.1155/2020/8823781.

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Inflatable anchors have been applied to reinforce foundations because soft soil deposits have a low bearing capacity. However, previous research on the mechanical behaviors of inflatable anchors has focused on a single anchor. Since anchors are always used in a group, the uplift behavior of multiple inflatable anchors in soft soil should be investigated. A series of pull-out tests were conducted in this framework by changing the number, spacing, and layout of inflatable anchors. Additionally, the effect coefficient (ECO) of multiple inflatable anchors is discussed. It is found that the failure
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Dissertations / Theses on the topic "Anchor capacity"

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Panton, Brad. "Numerical modelling of rock anchor pullout and the influence of discrete fracture networks on the capacity of foundation tiedown anchors." Thesis, University of British Columbia, 2016. http://hdl.handle.net/2429/57464.

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Numerous studies presented in this thesis have reported failure of the rock mass surrounding an anchor, as a result of applied external tensile loads (i.e. pullout loads) transferred to rock mass from the anchor and the overlying structure. Resistance to this failure mechanism is provided in design by assuming that the dead weight of a uniformly shaped inverted “cone”, with an assumed initiation point and breakout angle, provides resistance to the design loads. In some cases, a minor contribution of rock mass tensile or shear strength is considered by designers across the area of the assumed
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Eriksson, Daniel, and Tobias Gasch. "Load capacity of anchorage to concrete at nuclear facilities : Numerical studies of headed studs and expansion anchors." Thesis, KTH, Betongbyggnad, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-40820.

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The aim of this thesis was to study the load bearing capacity of anchor plates, used for anchorage to concrete located at nuclear facilities. Two different type of anchor plates were examined, which together constitute the majority of the anchor plates used at Forsmark nuclear facility in Sweden. The first is a cast-in-place anchor plate with headed studs and the second is a post-installed anchor plate which uses sleevetype expansion anchors. Hence, anchors with both a mechanical or a frictional interlock to the concrete were examined. The main analysis tool was the finite element method, thro
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Nilforoush, Rasoul. "Anchorage in Concrete Structures : Numerical and Experimental Evaluations of Load-Carrying Capacity of Cast-in-Place Headed Anchors and Post-Installed Adhesive Anchors." Doctoral thesis, Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-66333.

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Various anchorage systems including both cast-in-place and post-installed anchors have been developed for fastening both non-structural and structural components to concrete structures. The need for increased flexibility in the design of new structures and strengthening of existing concrete structures has led to increased use of various metallic anchors in practice. Although millions of fasteners are used each year in the construction industry around the world, knowledge of the fastening technology remains poor. In a sustainable society, buildings and structures must, from time to time, be adj
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Fromknecht, Stephan [Verfasser]. "Contribution to the Load-Bearing Capacity of Anchor Plates with Headed Studs in Reinforced Concrete Columns / Stephan Fromknecht." Aachen : Shaker, 2010. http://d-nb.info/1098041003/34.

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Schiavon, José Antonio. "Behaviour of helical anchors subjected to cyclic loadings." Thesis, Ecole centrale de Nantes, 2016. http://www.theses.fr/2016ECDN0014/document.

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Les ancrages hélicoïdaux, largement utilisés pour résister à des efforts de traction pour une variété d’applications comme les pylônes électriques, les pipelines, les structures offshore, etc., sont soumis à des chargements cycliques qui influent sur la performance d’encrage et peuvent induire une rupture par fatigue. Cependant, l’influence des sollicitations cycliques sur le comportement d’encrage hélicoïdal est mal connue. Une évaluation approfondie de l’effet des charges cycliques sur la réponse effort – déplacement des ancrages avec une seule hélice dans les sols sableux est présentée, inc
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Nayak, Sitaram. "Passive Earth Pressure Coefficients And There Applications In The Uplift Capacity Of Anchors." Thesis, Indian Institute of Science, 2000. http://hdl.handle.net/2005/240.

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The problem of passive earth pressure is one of the important topics in Geotechnical engineering. At attempt is made in this thesis to generate passive earth pressure coefficients for general c-Φ soils using logarithmic spiral failure surface by limit equilibrium approach. Method of slices for the determination of passive force in c-Φsoils is presented and the method is extended to a typical problem of two layered soil system. The application of passive earth pressure coefficients has been demonstrated for pullout capacity of inclined strip anchors in sloping ground. A semi-empirical approach
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Pérez, Zorany Agudelo. "Análise numérica do efeito de instalação de ancoragens helicoidais em areia." Universidade de São Paulo, 2017. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-10072017-100454/.

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O uso de fundações por estacas helicoidais tem aumentado consideravelmente nos últimos anos, devido às suas vantagens comparadas a outros tipos de fundação, como a sua rápida instalação e sua capacidade de resistir simultaneamente a esforços de tração e de compressão. No entanto, os métodos de previsão do comportamento deste tipo de fundação submetida a esforços de tração (denominadas ancoragens helicoidais neste caso), ainda são insatisfatórios, e normalmente são observadas discrepâncias entre os resultados estimados por métodos teóricos e medidos em provas de carga. Entre outras razões, esta
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Kvadsheim, Henrik. "Lowering operation of a subsea module using air filled suction anchors to reduce the crane load capacity required." Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for marin teknikk, 2010. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-11583.

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The Ormen Lange gas field is located 120 km west-north west of Kristiansund, and went in to production in October 2007. The field is planned to be developed throughout 2015 including the installation of a subsea compression station, SCS to boost well stream to maintain production. The challenges of installing the SCS are the depth of 890 meters at the Ormen Lange field and the weight of 8000 tonne of the SCS. Aker Marine Contractors, AMC has developed a unique method for lowering the SCS through the sea surface and further down. The method involves the use of trapped air inside the suction anc
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Caprolu, Giuseppe. "Evaluation of Splitting Capacity of Bottom Rails in Partially Anchored Timber Frame Shear Walls." Doctoral thesis, Luleå tekniska universitet, Byggkonstruktion och -produktion, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-26560.

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The horizontal stabilization of timber frame buildings is oftenprovided by shear walls. Plastic design methods can be used todetermine the load-carrying capacity of fully and partially anchoredshear walls. In order to use these methods, a ductile behaviour of thesheathing-to-framing joint must be ensured. If hold-downs are notprovided, the vertical uplifting forces are transferred to the substrate bythe fasteners of the sheathing-to-framing joints. Since the forces in theanchor bolts and the sheathing-to-framing joints do not act in the samevertical plane, the bottom rail will be subjected to
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Schiavon, José Antonio. "Behaviour of helical anchors subjected to cyclic loadings." Universidade de São Paulo, 2016. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-10072017-090437/.

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Helical anchors, used widely to resist uplift loading for a variety of applications, including in transmission towers, pipelines, offshore structures, etc., are subjected to environmental cyclic loads that influence the anchor performance and may induce fatigue failure. However, the influence of cyclic loading on helical anchor behaviour is unknown. A comprehensive evaluation of the effect of cyclic loading on the load-displacement response of single-helix anchors in sandy soils is presented here, including an interaction diagram to help designers evaluate the impact of different conditions in
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Books on the topic "Anchor capacity"

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Itani, Rafik Y. Lateral capacity of WSDOT bearing anchor bolt details: Final report for Research Project 2620 "Lateral Capacity of WSDOT Bearing Anchor Bolt Details". Washington State Dept. of Transportation, Washington State Transportation Commission in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1992.

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Gorman, Michael. I nostri valori, rivisti. Edited by Mauro Guerrini. Firenze University Press, 2018. http://dx.doi.org/10.36253/978-88-6453-725-2.

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I nostri valori, rivisti è la rilettura profonda, a quindici anni dalla prima edizione, di un’opera – I nostri valori – che tanto ha influito nella discussione sul presente e sul futuro della biblioteca e dei bibliotecari. I valori professionali proposti sono: la capacità di gestione, il servizio, la libertà intellettuale, la razionalità, l’alfabetismo e l’apprendimento, l’equità d’accesso alla conoscenza e all’informazione, la privacy, la democrazia e, rispetto alla prima edizione, Michael Gorman aggiunge il bene superiore. Un’assiologia della biblioteca, dunque, e, ancor più, una difesa del
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Dessì, Giuseppe, Corrado Tumiati, and Alberto Vigevani. Dessí e la Sardegna. Edited by Giulio Vannucci. Firenze University Press, 2013. http://dx.doi.org/10.36253/978-88-6655-401-1.

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È una Sardegna fuori del tempo, alle soglie della storia, quella che emerge dalle pagine dei romanzi e dei racconti di Giuseppe Dessí. Ma è anche una Sardegna viva, ricca di contraddizioni che si inverano nel paesaggio e nelle vicende degli uomini. Il rapporto profondo che ha legato Dessí alla sua terra, nutrendone la narrativa, la saggistica, il lavoro intellettuale, si impone con forza nei carteggi raccolti in questo volume. Le lettere inedite, rintracciate in quattro diversi archivi italiani, trascritte e puntualmente annotate da Giulio Vannucci, raccontano la nascita e la composizione del
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Kochanowski, Jan. Elegiarum Libri Quattuor. Edited by Francesco Cabras. Firenze University Press, 2019. http://dx.doi.org/10.36253/978-88-6453-922-5.

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Il presente volume contiene l’edizione critica con commento filologico delle elegie latine del più importante poeta del Rinascimento polacco. Il commento in particolare non si limita alla raccolta di similia, ma s’interroga anche sui modi dell’imitatio di Jan Kochanowski, sottolineandone le straordinarie capacità poetiche nonché il suo rapporto vivo e vivace con i testi classici, che egli riutilizza abilmente per soddisfare le proprie esigenze di significazione.
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Dolfi, Anna, ed. Non dimenticarsi di Proust. Firenze University Press, 2014. http://dx.doi.org/10.36253/978-88-6655-610-7.

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Da una parte le côté de Guermantes e dall’altra quello di chez Swann… Pochi luoghi come Illiers-Combray offrono la misura tangibile di un mito che ha coinvolto non solo lettori e scrittori,ma quanti hanno riflettuto sul senso e le strutture della narrativa moderna. Già che non sarebbero pensabili la grande critica del Novecento e le più innovative riflessioni sul metodo senza la Recherche . Vi si sono misurati, con saggi e/o libri memorabili,Auerbach, Curtius, Spitzer, Poulet, Jauss, Deleuze, Richard, Genette, Barthes…, e da noi Solmi, Debenedetti, Contini,Macchia, mentre si sono cimentati nel
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Stone, Duane Laurence. Lateral capacity of bridge anchor bolts. 1991.

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Bennett, W. Lance. Press–Government Relations in a Changing Media Environment. Edited by Kate Kenski and Kathleen Hall Jamieson. Oxford University Press, 2014. http://dx.doi.org/10.1093/oxfordhb/9780199793471.013.40.

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Several complex changes affect the legacy press system: failing business models and diminished journalistic capacity, the proliferation of dubiously sourced information flowing into the mass media through interconnected digital networks, and news audiences exercising greater choice about what news to follow and believe. These trends raise questions about traditional approaches to understanding news: Where, and with what consequences, does indexing—the journalistic filtering of news sources and content through perceived government power balances—continue to hold sway? Is there evidence for a de
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Bresser-Perreira, Luiz Carlos. Brazil’s Macroeconomic Policy Institutions, Quasi-Stagnation, and the Interest Rate–Exchange Rate Trap. Edited by Edmund Amann, Carlos R. Azzoni, and Werner Baer. Oxford University Press, 2018. http://dx.doi.org/10.1093/oxfordhb/9780190499983.013.10.

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This chapter examines the evolution of macroeconomic policy and institutions over the long term and the ways in which they have influenced the growth path of the Brazilian economy. It establishes that a critical influence on the disappointing growth performance realized was a failure to neutralize the effects of exchange rate induced Dutch Disease. In addition to this, Brazil’s economic dynamism has been inhibited by the pursuit of a growth with current account deficits (“foreign savings”) policy; an exchange rate anchor policy to control inflation; and a high level of interest rates. Collecti
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Stukenbrock, Anja. Intercorporeal Phantasms. Oxford University Press, 2017. http://dx.doi.org/10.1093/acprof:oso/9780190210465.003.0009.

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Imagination is a dimension of incorporeality that is a genuine capacity to displace ourselves from the actual phenomenal sphere, communicate with and about absent phenomena, and embody and incorporate them in our involvement with the world and with others. Based on video recordings of self-defense training for girls, this essay examines the enactment and imagination of intercorporeality in jointly created scenarios of danger and assault. It shows that whereas the concept of intercorporeality concerns mutual incorporation as a prereflexive interactive phenomenon independent of or below the leve
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DeTora, Lisa, and Jodi Cressman, eds. Graphic Embodiments. Leuven University Press, 2021. http://dx.doi.org/10.11116/9789461663757.

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Comics and other graphic narratives powerfully represent embodied experiences that are difficult to express in language. A group of authors from various countries and disciplines explore the unique capacity of graphic narratives to represent human embodiment as well as the relation of human bodies to the worlds they inhabit. Using works from illustrated scientific texts to contemporary comics across national traditions, we discover how the graphic narrative can shed new light on everyday experiences. Essays examine topics that are easily recognized as anchored in the body as well as experience
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Book chapters on the topic "Anchor capacity"

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Fu, Dengfeng. "Capacity of Suction Anchor." In Encyclopedia of Ocean Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-10-6963-5_204-1.

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Malinin, D., and A. Malinin. "“Atlant” Anchor Pile Technology and Capacity Experimental Results." In Springer Geology. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-31671-5_45.

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Deb, Tanaya, and Sujit Kumar Pal. "Uplift Capacity of Single-Belled Anchor in Cohesionless Foundation Media." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6090-3_9.

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Ghosh, P., and S. Samal. "Ultimate Pullout Capacity of Isolated Helical Anchor Using Finite Element Analysis." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0562-7_26.

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Hu, Wei, Chengbi Long, Wenhua Gao, and Chaofeng Zeng. "Unified Theoretical Approach to Ultimate Horizontal Pullout Capacity of Vertical Strip Anchor Plate in Sand." In Springer Series in Geomechanics and Geoengineering. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97115-5_17.

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Ozornin, Andrei, Sergei Vukolov, Sergei Alekseev, Sergei Kirillov, and Valery Myachin. "An Analytical Method for Calculating the Bearing Capacity of a Pile-Screw Anchor Increased Horizontal Stability." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-72404-7_15.

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Bhattacharya, Paramita. "Experimental Study on Uplift Capacity of Horizontal Circular and Strip Anchor Plates in Two-Layered Cohesionless Soil." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0368-5_9.

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Wada, H., H. Ochiai, K. Omine, and Y. Maeda. "Evaluation of pull-out capacity of repeat-grouting type ground anchor by in-situ and laboratory tests." In Slope Stability Engineering. Routledge, 2021. http://dx.doi.org/10.1201/9780203739600-46.

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Abhishek and Ravi Kumar Sharma. "Effect of Modulus of Elasticity and Water Table on Uplift Capacity of Granular Anchor Pile: An FEM Approach." In Lecture Notes in Civil Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-6717-5_18.

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Das, Arya, and Ashis Kumar Bera. "Study on Effect of Tie Length on Uplift Capacity of Anchor with Geotextile Tie Using Finite Element Software “ABAQUS”." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6086-6_18.

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Conference papers on the topic "Anchor capacity"

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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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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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Song, Zhenhe, Yuxia Hu, and Conleth D. O’Loughlin. "Anchor and Chain Reaction During Inclined Pullout in Clay." In 25th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2006. http://dx.doi.org/10.1115/omae2006-92411.

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Plate anchors have attracted much attention in offshore deep water development. This paper studies anchor rotation and chain reaction during plate anchor inclined pullout when it is installed vertically in clay. Both numerical simulation of strip plate anchor and centrifuge model tests on square anchor are conducted in uniform and normally consolidated (NC) clay. In the numerical analysis, Remeshing and Interpolation Technique with Small Strain model (RITSS) is used to simulate large movements of the anchor. In the centrifuge model tests, a transparent “soil” is used to observe anchor rotation
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Castillo Garcia, Pablo, Regis Wallerand, and Dinh Hong Doan. "Effect of Seabed Trenching on Holding Capacity of Suction Anchors in Deepwater Gulf of Guinea Clays: A Numerical Study." In ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/omae2019-96096.

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Abstract In recent years, there has been an increasing issue of seabed trenches developing around mooring lines attached to suction anchors in West Africa, likely related to relatively large motions of the mooring lines. These trenches are recognised by means of numerical modelling and of centrifuge testing program as significant concern to the in-place holding capacity, the integrity of the anchor and the safety of the floating facility. Conservative trench geometries and complete absence of soil and of soil resistance in front of the anchor above the padeye depth (in the loading direction) w
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Bang, S., K. Jones, Y. S. Kim, and Y. Cho. "Horizontal Capacity of Embedded Suction Anchors in Clay." In ASME 2007 26th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2007. http://dx.doi.org/10.1115/omae2007-29115.

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An analytical solution has been developed to estimate the horizontal pullout capacity of embedded suction anchors in clay seafloor. Validation has been made through comparisons with the centrifuge model test results. The results indicate that the horizontal pullout capacity of the embedded suction anchor in clay increases, reaches its peak and then starts to decrease as the point of the load application moves downward. The effect of flanges on the horizontal pullout capacity is also found to be significant.
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Shin, Yunsup, Thomas Langford, and Jerome De Sordi. "Re-Evaluation of Suction Anchor Holding Capacity Based on Back Analysis of Undrained Shear Strength." In ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/omae2016-55075.

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Suction anchors are used within mooring systems for a range of deep water floating structures. The number of suction anchor systems has increased rapidly over the last two decades due to ease of installation and a well-defined design approach. As with other offshore installations, anchor systems may be subjected to re-assessment during their operational lifetime, due to changes in loading, codes or other issues. Such assessment was performed recently for a floating storage unit (FSU) presently in service in the Norwegian Sea, where the geotechnical design of the anchors was re-evaluated. The r
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Liu, X. D., J. Sun, J. T. Yi, F. H. Lee, H. Gu, and Y. K. Chow. "Physical and Numerical Modeling of the Performance of Dynamically Installed Anchors in Clay." In ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/omae2014-23769.

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Depletion of shallow-water hydrocarbons is increasingly forcing the oil and gas industry to explore in deeper water. Dynamically installed anchors (i.e. torpedo anchors and deep penetrating anchor) are increasingly used as a cost-effective solution for floating offshore structures in deep water environments because their installation cost is largely independent of water depth. In addition, dynamically installed anchors can be deployed accurately, and their performance is less dependent on accurate assessment of the soil shear strength since lower seabed strengths permit greater penetration dep
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Al-Shayea, Naser. "Pullout Capacity of Block Anchor in Unsaturated Sand." In Fourth International Conference on Unsaturated Soils. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40802(189)29.

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Zhao, Yanbing, and Haixiao Liu. "Numerical Simulation of Drag Anchor Installation by a Large Deformation Finite Element Technique." In ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/omae2014-23476.

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Previously published finite element analysis of drag anchors only involved the pullout capacity of the anchor. There are no finite element (FE) simulations of the installation of drag anchors probably because of two restrictions. First, during the anchor installation, the installation line is needed, which is difficult to be simulated in the FE analysis. Second, the anchor installation that involves large deformation of surrounding soils can not be solved using the classical FE method. In the present work, the installation line is constructed by connecting cylindrical units with each other usi
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Bang, S., K. Jones, Y. S. Kim, K. O. Kim, and Y. Cho. "Horizontal Pullout Capacity of Embedded Suction Anchors in Sand." In 25th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2006. http://dx.doi.org/10.1115/omae2006-92006.

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An analytical solution has been developed to estimate the horizontal pullout capacity of embedded suction anchors. Validation has been made through comparisons with the centrifuge model test results. The results indicate that the horizontal pullout capacity of the embedded suction anchor in sand increases, reaches its peak and then starts to decrease as the point of the load application moves downward. The effect of flanges on the horizontal pullout capacity is also found to be significant.
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Reports on the topic "Anchor capacity"

1

Bryant, E. Lead expansion anchor load capacity in reactor buildings at the Savannah River Site. Office of Scientific and Technical Information (OSTI), 1989. http://dx.doi.org/10.2172/5446598.

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Ebeling, Robert, Barry White, James Evans, Richard Haskins, and Ernest Miller. Corrosion induced loss of capacity of post-tensioned seven wire strand cable used in multistrand anchor systems installed at Corps projects. Information Technology Laboratory (U.S.), 2017. http://dx.doi.org/10.21079/11681/21664.

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Haskins, Richard W., James A. Evans, and Robert M. Ebeling. Corrosion Induced Loss of Capacity and Development of a Guided Wave Condition Assessment Method for Multistrand Anchor Systems Used in Corps Projects. Defense Technical Information Center, 2014. http://dx.doi.org/10.21236/ada608714.

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Winters, James, and Charles W. Dolan. Concrete Breakout Capacity of Cast-in-Place Anchors in Early Age Concrete. Precast/Prestressed Concrete Institute, 2013. http://dx.doi.org/10.15554/pci.rr.conn-003.

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Gordoncillo, Mary Joy N., Ronello C. Abila, and Gregorio Torres. The Contributions of STANDZ Initiative to Dog Rabies Elimination in South-East Asia. O.I.E (World Organisation for Animal Health), 2016. http://dx.doi.org/10.20506/standz.2789.

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A Grant Agreement between the Government of Australia and the World Organisation for Animal Health (OIE), the Stop Transboundary Animal Diseases and Zoonoses (STANDZ), initiative includes a rabies component with an overarching intended outcome of reducing dog rabies incidence in targeted areas. This initiative envisaged regional rabies activities in South-East Asia as well as specifically designed pilot projects in the Philippines, Myanmar and Cambodia. While remaining anchored to the envisioned outcome, its implementation from 2013 to 2016 also leveraged on the resources made available throug
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ULTIMATE CAPACITY OF NARROW TYPE STEEL BOX SECTION FOR RAILWAY SELF-ANCHORED SUSPENSION BRIDGE UNDER BIAS COMPRESSION. The Hong Kong Institute of Steel Construction, 2019. http://dx.doi.org/10.18057/ijasc.2019.15.2.7.

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