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Academic literature on the topic 'Soil nailed walls'

Author: Grafiati

Published: 19 February 2023

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Journal articles on the topic "Soil nailed walls"

1

Chaney, RC, KR Demars, GV Ramalinga Raju, IH Wong, and BK Low. "Experimental Nailed Soil Walls." Geotechnical Testing Journal 20, no. 1 (1997): 90. http://dx.doi.org/10.1520/gtj11423j.

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2

Benamara, Fatima Zohra, and Lazhar Belabed. "Stability of the Walls in Nails Soil." Advanced Materials Research 324 (August 2011): 380–83. http://dx.doi.org/10.4028/www.scientific.net/amr.324.380.

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Developed as from the seventies, the nailing of the soils is a technique, which makes it possible to carry out a retaining wall of excavation by using the soil in place and installing the passive bars called nails. The main object of this work is to study the stability of the walls in soil nailed lived overall rupture facing-soil-nail. In order to find the mechanism or the mechanical model most unstable. Give a general aspect to our studies; we also studied a title comparative the classical circular failure model. We have repeatedly determined for each case the maximum shear soil force in the nails Tm. The most unfavourable mechanism (less stable) among all the mechanisms is that for which, the shear force Tm reached a maximum. Another analysis of the stability of wall in nailed soil was made by means of the software Geo4 and compared with the kinematics method.

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3

Sharma, Mahesh, Deepankar Choudhury, Manojit Samanta, Shantanu Sarkar, and V. S. Ramakrishna Annapareddy. "Analysis of helical soil-nailed walls under static and seismic conditions." Canadian Geotechnical Journal 57, no. 6 (2020): 815–27. http://dx.doi.org/10.1139/cgj-2019-0240.

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The present study investigates the behaviour of helical soil-nailed wall in a dry cohesionless medium under static and seismic conditions. Initially, results from laboratory pullout tests are used to develop a pullout capacity equation, which is subsequently used for stability analysis of helical soil-nailed wall. A detailed parametric study is conducted to evaluate the effect of angle of internal friction of soil, nail inclination, vertical spacing of nails, number of nails, helix size, number of helices, and the face angle on the stability of the soil-nailed wall. Results from the present method are compared and validated with similar existing methods available in the literature. The results suggest that for the given input parameters, the factor of safety (FoS) values from the present method are lower than the pseudo-static and pseudo-dynamic values. Further, the study clearly highlights the significance of input excitation frequency on the FoS of helical soil-nailed walls. In addition, the effects of strain-dependent dynamic properties (shear modulus and damping ratio) on the stability of helical soil-nailed walls are studied using the newly proposed equivalent linear analysis approach. The results computed from the proposed linear and equivalent linear analysis are also compared and discussed in detail.

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4

Bathini, Divya Jyothi, and V. Ramya Krishna. "Performance of Soil Nailing for Slope Stabilization-A Review." IOP Conference Series: Earth and Environmental Science 982, no. 1 (2022): 012047. http://dx.doi.org/10.1088/1755-1315/982/1/012047.

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Abstract A landslide is a geological event involving a wide range of ground motions that leads to the collapse of soil slope. The stabilization of these soil slopes is done by constructing retaining walls to withstand lateral soil pressure. These retaining walls are costly as well as it is difficult to construct as they require wide excavation for the base or bottom slab. One of the many new solutions to slope stabilization is the soil nailing built by strengthening the steep slope by driving reinforcement into the soil. In this study, a review of the origin and mechanism of soil nailing, the construction process of soil nailed retaining walls were discussed. The failure pattern of soil nails is an important factor to be noticed which influence the stability of soil slope was discussed. Numerical studies were given, which are used to determine the adverse effect of orientation and inclination of nails on the stability of soil nailed walls. A couple of case studies were discussed to evaluate the significance of soil nailing on the stability of the slope and to retain the vertical cut. A Laboratory study was considered to estimate the effect of nail inclination and different nail arrangements on settlement of soil slope. A sequential literature review investigates the application, advantages and disadvantages of soil nailing. This study shall help in understanding the various applications of soil nailing in the civil engineering sector.

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Nowroozi, Vahid, Hamid Hashemolhosseini, Mohammad Afrazi, and Ehsan Kasehchi. "Optimum Design for Soil Nailing to Stabilize Retaining Walls Using FLAC3D." Journal of Advanced Engineering and Computation 5, no. 2 (2021): 108. http://dx.doi.org/10.25073/jaec.202152.329.

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The behavior of a reinforced soil system depends on parameters such as the structural geometry, execution steps, density and mechanical properties of the soil, density of reinforcement materials, deformation, and flexural stiffness of reinforcement materials. A critical parameter in the design of a soil-nailed system is the optimal use of materials with respect to cost. It is necessary to find an optimal design that is cost-effective within the parameters affecting the behavior of the nailed system. A common problem in nailed excavations is an increase in the excavation depth beyond the initial design of the wall, which will require more reinforcements. In this research, we used one approach not used before the method is placing one and two rows of long nails placed at the appropriate depth. In this study, a comparison between safety factor, horizontal displacement, and lateral pressure behind the wall has been made at two nail placement depths using FLAC3D finite difference software that reveals the optimal depth for efficiency is approximately at the middle of the finished wall height. When the number of reinforcement nails with the same lengths was considered, the installation of two rows of nails in comparison with 5 or 3 rows of nails reduced the maximum wall displacement to a greater extent. A greater factor of safety was achieved. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium provided the original work is properly cited.

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6

Mollaei, Reza, Majid Yazdandoust, and Faradjollah Askari. "Seismic evaluation of helical soil-nailed walls using shaking table testing." Soil Dynamics and Earthquake Engineering 163 (December 2022): 107331. http://dx.doi.org/10.1016/j.soildyn.2022.107331.

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7

Yazdandoust, Majid. "Seismic performance of soil-nailed walls using a 1g shaking table." Canadian Geotechnical Journal 55, no. 1 (2018): 1–18. http://dx.doi.org/10.1139/cgj-2016-0358.

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To assess the seismic performance of soil-nailed walls, a series of 1g shaking table tests was conducted on 0.8 m high wall models with different nail lengths. It was found that the seismic deformation mode of walls highly depends on the nail length and input motion parameters. The combination of a base sliding and rotating deformation mode was observed as the predominant mode of deformation and the length to height (L/H) ratio of 0.7 was presented as the critical ratio in seismic conditions. The pattern of the observed failure mechanisms was similar to a third-degree polynomial failure surface with a specific inflection point. Irrespective of different nail lengths, the threshold acceleration corresponding to the onset of plastic displacements was similar and equal to 0.5g for all models. Based on the formation of initial cracks, a range of Δx/H = 0.33%–0.56% (where Δx is the lateral displacement of the facing) was found as a transitional level from quasi-elastic to plastic state. Also, based on the initial development of the active wedge failure, a range of Δx/H = 3.3%–4.3% was found as a transitional level from plastic to failure state.

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8

Yuan, Jian-Xin, Yuwen Yang, Leslie George Tham, Peter Kai Kwong Lee, and Yuet Tsui. "New Approach to Limit Equilibrium and Reliability Analysis of Soil Nailed Walls." International Journal of Geomechanics 3, no. 2 (2003): 145–51. http://dx.doi.org/10.1061/(asce)1532-3641(2003)3:2(145).

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9

Halabian, A. M., A. M. Sheikhbahaei, and S. H. Hashemolhosseini. "Three dimensional finite difference analysis of soil-nailed walls under static conditions." Geomechanics and Geoengineering 7, no. 3 (2012): 183–96. http://dx.doi.org/10.1080/17486025.2012.661468.

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10

Yazdandoust, Majid. "Experimental study on seismic response of soil-nailed walls with permanent facing." Soil Dynamics and Earthquake Engineering 98 (July 2017): 101–19. http://dx.doi.org/10.1016/j.soildyn.2017.04.009.

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Dissertations / Theses on the topic "Soil nailed walls"

1

Gammage, Paul J. "Centrifuge modelling of soil nailed walls." Thesis, Cardiff University, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.262723.

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De, Ambrosis Andrew. "Investigation of the facing response of soil nailed excavations." Connect to full text, 2004. http://ses.library.usyd.edu.au/handle/2123/4034.

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Thesis (Ph. D.)--University of Sydney, 2005.<br>Title from title screen (viewed February 12, 2009). Submitted in fulfilment of the requirements for the degree of Doctor of Philosophy to the [Dept. of Civil Engineering], Graduate School of Engineering. Degree awarded 2005; thesis submitted 2004. Includes bibliographical references. Also available in print form.

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Duchesne, Sandra McRae. "Effects of Frost Heave on a Soil Nail Wall in Brunswick, Maine." Fogler Library, University of Maine, 2003. http://www.library.umaine.edu/theses/pdf/DuchesneSM2003.pdf.

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4

Barrows, Richard James. "Two Dimensional Finite Element Modeling of Swift Delta Soil Nail Wall by "ABAQUS"." PDXScholar, 1994. https://pdxscholar.library.pdx.edu/open_access_etds/4741.

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Soil nail walls are a form of mechanical earth stabilization for cut situations. They consist of the introduction of passive inclusions (nails) into soil cut lifts. These nailed lifts are then tied together with a structural facing (usually shotcrete) . The wall lifts are constructed incrementally from the top of cut down. Soil nail walls are being recognized as having potential for large cost savings over other alternatives. The increasing need to provide high capacity roadways in restricted rights of way under structures such as bridges will require increasing use of techniques such as combined soil nail and piling walls. The Swift Delta Soil Nail wall required installing nails between some of the existing pipe piling on the Oregon Slough Bridge. This raised questions of whether the piling would undergo internal stress changes due to the nail wall construction. Thus, it was considered necessary to understand the soil nail wall structure interaction in relation to the existing pile supported abutment. The purpose of this study was to investigate the Swift Delta Wall using finite element (FE) modeling techniques. Valuable data were available from the instrumentation of the swift Delta Wall. These data were compared with the results of the FE modeling. This study attempts to answer the following two questions: 1. Is there potential for the introduction of new bending stresses to the existing piling? 2. Is the soil nail wall system influenced by the presence of the piling? A general purpose FE code called ABAQUS was used to perform both linear and non-linear analyses. The analyses showed that the piling definitely underwent some stress changes. In addition they also indicated that piling influence resulted in lower nail stresses. Comparison of measured data to predicted behavior showed good agreement in wall face deflection but inconsistent agreement in nail stresses. This demonstrated the difficulty of modeling a soil nail due to the many variables resulting from nail installation.

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5

Martoni, Luca. "Strength development of single beech wood veneers considering different climate conditions." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2016.

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La tesi di laurea è stata svolta presso l’Università di Scienze Applicate di Rosenheim, in Germania; il progetto di ricerca si basa sulla tecnica di rinforzo conosciuta come “Soil Nailing”, che consiste nella costruzione di un’opera di sostegno nella realizzazione di pareti di scavo o nel consolidamento di versanti instabili. L’obiettivo principale dell’elaborato sarà quello di valutare la fattibilità dell’impiego di tubi fabbricati con legno di faggio, in sostituzione dei chiodi d’acciaio comunemente utilizzati; la scelta di questo tipo di legno è dettata dalla larga disponibilità presente in Germania. La sollecitazione principale su tali tubi sarà di trazione parallela alla fibratura, tramite test sperimentali è stato possibile valutare tale resistenza nelle diverse condizioni in cui si verrà a trovare il tubo dopo l’installazione nel terreno. A tal proposito è necessario specificare che, l’indagine per risalire all’influenza che le condizioni ambientali esercitano sull’elemento, verrà condotta su provini costituiti da un singolo strato di legno; in tal modo si può apprezzare l’influenza direttamente sull’elemento base e poi risalire al comportamento globale. I dati ottenuti dall’indagine sperimentale sono stati elaborati tramite la teoria di Weibull, largamente utilizzata in tecnologia dei materiali per quanto riguarda materiali fragili come il legno; tali distribuzioni hanno permesso la determinazione della resistenza caratteristica dei provini per ogni condizione ambientale d’interesse. Per quanto riguarda la valutazione della fattibilità dell’uso di tubi in legno in questa tecnica di consolidamento, è stato eseguito il dimensionamento del tubo, utilizzando i dati a disposizione ottenuti dall’indagine sperimentale eseguita; ed infine sono state eseguite le verifiche di stabilità dell’intervento.

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6

Umlauf, Jiří. "Návrh zajištění stavební jámy hloubeného úseku tunelu na vysokorychlostní trati Brno-Přerov." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409753.

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In first part of the thesis are proposed four variants of retaining structures for deep excavation of cut-and-cover tunnel part. It is nailed slope, pile wall, nailed slope in combination with pile wall and soldier pile wall. For those structures is in following part carried out an economic analysis and the most cost effective variant is chosen. Chosen structure is further analyzed in next part. This analysis is carried out with finite element method in software PLAXIS. As a material model is chosen Hardening Soil model and input parameters were determined by empiric formulas from literature. Behavior of neogene clays, in which is the structure designed, is considered as undrained, by type Undrained A. In the last part of the thesis is described technological procedure of construction this retaining structure.

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7

Singh, Vikas Pratap. "Response And Reliability Analyses Of Soil Nail Walls." Thesis, 2009. http://hdl.handle.net/2005/1108.

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In the present thesis, studies on the response of soil nail walls subjected to static and seismic conditions using finite element based numerical simulations and the principle of reliability analysis have been performed. The basic methodology constitutes the study of various aspects of soil nail walls such as analyses of important external, internal and facing failure modes, development of axial forces, and displacement observations by considering various typical and prototype cases. For better understanding and presentation, subject matter of the thesis is organised in the following ten chapters. Chapter 1 of the thesis provides an introduction to the soil nailing technique and highlights some of its applications, advantages, and limitations. Chapter 2 provides a detailed review of existing literature on the soil nailing technique. Chapter 3 provides a detailed overview the various methodologies adopted in the thesis for the analyses and response study of the soil nail walls. Chapter 4 deals with the important aspects related to the plane strain finite element based numerical simulations of soil nail walls. In particular, addresses the implications of the use of advanced soil models and the consideration of bending stiffness of soil nails on the overall response of the soil nail walls. Chapter 5 presents finite element simulations based appraisal of the conventional design methodology of soil nail walls, and studies the response of typical soil nail walls under static and seismic conditions. Chapter 6 presents a reliability based study of the important failure modes of soil nail walls subjected to the variability in in-situ soil parameters, and highlights the importance of reliability analysis in context of soil nail walls. Chapter 7 proposes load and resistance factor design (LRFD) methodology in context of soil nail walls, and highlights the need in advancement of the existing conventional design methodology for soil nail walls. Chapter 8 illustrates the use of factorial design of experiment methodology in developing regression models for stability criteria analysis of soil nail walls. Chapter 9 proposes methods for assessing the adequacy of field pullout tests performed in accordance with the prevalent soil nailing guidelines. Further, a reliability based methodology is proposed for the evaluation and various applications of field pullout tests results have been illustrated. Chapter 10 summarises the various studies reported in the thesis and provides a few important conclusions. It is believed that the various studies reported in the thesis contribute to the enhancement of the existing knowledge on soil nailing technique, advancement in the analysis and design methods, and in general, are useful to the soil nailing practice.

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8

Duchesnse, Sandra McRae. "Effects of frost heave on a soil nail wall in Brunswick, Maine /." 2003. http://www.library.umaine.edu/theses/pdf/DuchesneSM2003.pdf.

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9

Su, YuFang, and 蘇玉峰. "Study of the Designed Parameters of Soil Nail Wall." Thesis, 2001. http://ndltd.ncl.edu.tw/handle/55927913653707681093.

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碩士<br>國立臺灣大學<br>土木工程學研究所<br>89<br>Soil nail technology has been used in slope reinforcement and foundation excavation gradually because of its low cost and convenience. There has been many studies done about soil-nailing reinforcement mechanism including model test, in-situ observation and numerical analysis, which still have worse achievement than conventional reinforcement and tieback method；The design of soil-nailing walls are also effected by the engineering experience of the other two mentioned method and have different deliberation to designers. Hence, many design methods are proposed for the design of soil-nailing walls including Davis method, German method, French method and the design manual FHWA proposed in 1996. Except French method, the other methods didn’t take lateral resistance of soil -nailing into consideration, and will be a little conservative in design from the former study. But we still have no idea about whether the neglection of that mechanism will have influence on selection of inclination of soil nail. So the study intends to find out that whether assumption of soil-nailing. Efficiency of present design method has influence on designed results and reinforced structure strength via model sandbox test and numerical analysis. The design of inclination of soil nail has to do with inclination of wall. In order to observe the deformation behavior of soil and developed efficiency of soil-nailing, we control inclination of soil-nailing and inclination of wall. Through establishment of numerical model, we can observe the difference in soil-nailing between experiment and numerical results, which compared with present method to see the best inclination of soil-nailing in different inclination condition of wall and the developed efficiency of soil-nailing when failure to discuss the results in different methods. We found out that the analysis of French method, which considered moment effect was basically reasonable in work load stage. But, when inclination of soil nail is larger, there has been difference in the developed strength of soil nail. On the whole, the inappropriate inclination of soil nail will lower the efficiency of reinforcement, which caused by three reasons. 1.The angle between soil nail and slip surface controlled the ratio of axial force versus moment of soil nail. 2.The position of maximum stress in soil nail has to do with angle and deformation between the soil nail and slip surface. The maximum stress position will be away from slip surface if inclination of the soil nail is not appropriate, which will lower the strength of soil-nailing. 3.The deformation need by the soil nail of the different angle to bring strength into full play is different, which doesn’t meet the assumption of limit equilibrium method, all the nails display the strength in the same time, and the phenomenon will make the exact bearing capacity of soil nail wall lower than except.

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Books on the topic "Soil nailed walls"

1

Monitoring of soil nailed walls at the Highway 217 and Highway 26 interchange. Oregon Dept. of Transportation, Research Group, 1999.

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2

J, Bryne R., United States. Federal Highway Administration., and Golder Associates, eds. Manual for design & construction monitoring of soil nail walls. U.S. Dept. of Transportation, Federal Highway Administration, 1998.

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Book chapters on the topic "Soil nailed walls"

1

Amrita, B. R. Jayalekshmi, and R. Shivashankar. "Seismic Behaviour of Soil Nailed Wall." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8293-6_22.

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Amrita, B. R. Jayalekshmi, and R. Shivashankar. "Dynamic Response of Soil Nailed Wall." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-4005-3_12.

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3

Lai Sang, J., and F. Scheele. "Experimental and numerical investigation of soil-nailed wall structures." In Geotechnics for Developing Africa. CRC Press, 2021. http://dx.doi.org/10.1201/9781003211174-25.

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4

Sreedevi, P. S., Surya Muthukumar, and Dhanya Sathyan. "Numerical Analysis of Soil Nailed Vertical Wall Using PLAXIS." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-6140-2_31.

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Shu, Shanzhi. "Soil Nail Wall Design Practice in USA." In Challenges and Innovations in Geomechanics. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-12851-6_62.

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Singh, Vikas Pratap. "Soil Nail Wall Design Using Simplified Charts." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-1831-4_47.

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Singh, Vikas Pratap. "Multi-Approach Global Stability Assessment of Soil Nail Walls." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-7245-4_26.

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Agarwal, Ekansh, Mahesh Sharma, and Anindya Pain. "Probabilistic Stability Analysis of Helical Soil Nailed Wall Using the Monte-Carlo Simulation." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-6140-2_18.

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9

Thapa, Gautam, Raju Sarkar, Dhruv Bhardwaj, and Lhendup Dorji. "Slope Stabilization Using Soil Nails, Practice and Construction Realities: A Case Study on the Construction of Soil Nailed Wall Along Phuentsholing-Thimphu Highway, Bhutan." In Impact of Climate Change, Land Use and Land Cover, and Socio-economic Dynamics on Landslides. Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-7314-6_20.

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10

Asadollahi, Seyed Masoud, Moslem Rezvani, Ali Fakher, and Sina Javankhoshdel. "Reliability analysis of soil nail walls using SRV and RLEM approaches." In The Evolution of Geotech - 25 Years of Innovation. CRC Press, 2021. http://dx.doi.org/10.1201/9781003188339-52.

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Conference papers on the topic "Soil nailed walls"

1

Mamon, Amr M., Manal A. Salem, and Hani A. Lotfi. "Three-Dimensional Finite Element Analysis of Soil-Nailed Walls: Effects of Wall Configuration and Soil Properties." In Eighth International Conference on Case Histories in Geotechnical Engineering. American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482087.004.

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2

Yazdi, J. Sadoghi, M. M. Rahman, and D. A. Cameron. "Effect of Nail Layout Variability on Soil Nailed Wall Analysis." In Geo-Congress 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413272.305.

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Premalatha, K., M. Muthukumar, and A. Amala Raju Arul. "Simplified Method of Design of Nailed Soil Wall." In GeoFlorida 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41095(365)230.

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4

Abbas, H., R. El Sherbiny, and A. Salam. "Numerical Analysis of Soil Nail Walls in Hybrid Retaining Wall Systems." In Geo-Congress 2020. American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482797.039.

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Bin-Shafique, Sazzad, Mohammad Sadat, Saidur Rahman, and Jie Huang. "Performance of Soil Nail Wall in High Plasticity Expansive Soil." In Geo-Congress 2013. American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412787.178.

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Chin, King H., Narong Trongtham, and Chris Wolschlag. "Design of Permanent Soil Nail Walls Using Numerical Modeling Techniques." In Earth Retention Conference (ER) 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41128(384)75.

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LaRue, Keith. "Permanent Soil Nail Wall Utilizing Chemical Grout Stabilization." In Earth Retention Conference (ER) 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41128(384)22.

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Deardorff, Donald, Mike Moeller, and Eric Walt. "Results of an Instrumented Helical Soil Nail Wall." In Earth Retention Conference (ER) 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41128(384)24.

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9

Hart, John H., and James V. Warnick, Jr. "Utilizing "Grout Columns" for Soil Nail Wall Construction." In Biennial Geotechnical Seminar 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41144(391)7.

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10

Sandford, Thomas C., Don W. Kingsbury, and Dana N. Humphrey. "Effect of Insulation on the Performance of a Soil-Nailed Wall in Frost Susceptible Conditions." In 13th International Conference on Cold Regions Engineering. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40836(210)25.

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Reports on the topic "Soil nailed walls"

1

Barrows, Richard. Two Dimensional Finite Element Modeling of Swift Delta Soil Nail Wall by "ABAQUS". Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.6625.

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