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Journal articles on the topic 'Soil Nailed Wall'

Author: Grafiati

Published: 4 June 2021

Last updated: 11 September 2023

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1

Wang, Xue Lang. "Dynamic Response Analysis of Composite Soil Nailed Wall under Earthquake." Advanced Materials Research 915-916 (April 2014): 114–21. http://dx.doi.org/10.4028/www.scientific.net/amr.915-916.114.

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In this paper, with the help of the finite element software ADINA, an actual composite soil nailed wall was solved. The dynamic response of the composite soil nailed wall is analyzed and discussed under the EL-Centro and man-made Lanzhou accelerogram. And the variation principles of the soil nailed wall which subjected to the earthquake, and the earthquake coupled with pore pressure, are demonstrated respectively. The results of the FEM dynamic analysis can be a useful reference for engineers of the design and construction of the composite soil nailed wall.

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2

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 me

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3

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

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4

Srinivasa Murthy, B. R., G. L. Sivakumar Babu, and A. Srinivas. "Analysis of prototype soil-nailed retaining wall." Proceedings of the Institution of Civil Engineers - Ground Improvement 6, no. 3 (2002): 129–36. http://dx.doi.org/10.1680/grim.2002.6.3.129.

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5

Wong, I. H., B. K. Low, P. Y. Pang, and G. V. R. Raju. "Field Performance of Nailed Soil Wall in Residual Soil." Journal of Performance of Constructed Facilities 11, no. 3 (1997): 105–12. http://dx.doi.org/10.1061/(asce)0887-3828(1997)11:3(105).

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6

Hao, Jianbin, and Banqiao Wang. "Parameter Sensitivity Analysis on Deformation of Composite Soil-Nailed Wall Using Artificial Neural Networks and Orthogonal Experiment." Mathematical Problems in Engineering 2014 (2014): 1–8. http://dx.doi.org/10.1155/2014/502362.

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Based on the back-propagation algorithm of artificial neural networks (ANNs), this paper establishes an intelligent model, which is used to predict the maximum lateral displacement of composite soil-nailed wall. Some parameters, such as soil cohesive strength, soil friction angle, prestress of anchor cable, soil-nail spacing, soil-nail diameter, soil-nail length, and other factors, are considered in the model. Combined with thein situtest data of composite soil-nail wall reinforcement engineering, the network is trained and the errors are analyzed. Thus it is demonstrated that the method is ap

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7

Zhang, Chun Mei. "Applications of Soil Nailed Wall in Foundation Pit Support." Applied Mechanics and Materials 353-356 (August 2013): 969–73. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.969.

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Deep foundation pit support technology has widely affected the world, and well mainly talk about its application as a soil nailed wall in the engineering of underground garage foundation pit. Different ways of support were applied in different conditions to design construction examples, and then solutions of foundation pit support constructions were raised. So the engineering designing method has been proved correct and feasible.

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8

Razavi, Seyyed Kazem, and Masoud Hajialilue Bonab. "Study of soil nailed wall under service loading condition." Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 170, no. 2 (2017): 161–74. http://dx.doi.org/10.1680/jgeen.16.00006.

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9

Sheahan, Thomas C., and Carlton L. Ho. "Simplified Trial Wedge Method for Soil Nailed Wall Analysis." Journal of Geotechnical and Geoenvironmental Engineering 129, no. 2 (2003): 117–24. http://dx.doi.org/10.1061/(asce)1090-0241(2003)129:2(117).

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10

Wu, Jian Chun, and Rong Shi. "Seismic Analysis of Soil Nailed Wall Using Finite Element Method." Advanced Materials Research 535-537 (June 2012): 2027–31. http://dx.doi.org/10.4028/www.scientific.net/amr.535-537.2027.

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Using dynamic elastic-plastic finite element method, on the base of works together and interaction between loess and flexible retaining wall, 3-D nonlinear FEM (ADINA) is used to analyze and discussed the dynamic response of slope protected by soil nailing retaining wall under the EL-Centro and man-made Lanzhou accelerogram. A model that is capable of simulating the nonlinear static and dynamic elastic-plastic behavior of soil is used to model the soil, and a bilinear elastic-plastic model that has hardening behavior is used to model the soil nailing. Friction-element is employed to describe t

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11

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 initia

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12

Kolin, Samanta. "Three-dimensional investigation of the effect of nail’s angle on the soil-nailed wall." Betriebswirtschaftliche Forschung und Praxis 10, no. 1 (2019): 22–33. http://dx.doi.org/10.29252/bfup.10.1.3.

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13

Hajialilue-Bonab, Masoud, and Seyyed Kazem Razavi. "A study of soil-nailed wall behaviour at limit states." Proceedings of the Institution of Civil Engineers - Ground Improvement 169, no. 1 (2016): 64–76. http://dx.doi.org/10.1680/jgrim.14.00021.

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14

Briaud, Jean-Louis, and Yujin Lim. "Soil-Nailed Wall Under Piled Bridge Abutment: Simulation and Guidelines." Journal of Geotechnical and Geoenvironmental Engineering 123, no. 11 (1997): 1043–50. http://dx.doi.org/10.1061/(asce)1090-0241(1997)123:11(1043).

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15

Delmondes Filho, André, Erinaldo Cavalcante, Carlos Cardoso Júnior, and Demóstenes Cavalcanti Júnior. "Study of the behavior of an instrumented soil nail wall in Salvador-Brazil." Soils and Rocks 45, no. 4 (2022): 1–9. http://dx.doi.org/10.28927/sr.2022.076221.

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This paper aims to analyze the behavior of a soil-nailed excavation located in Salvador, Bahia, Brazil. Numerical stress-strain modeling was conducted, using finite element method. The horizontal displacement profiles obtained for the wall face in the numerical analysis presented a good correlation compared to field instrumentation monitoring with inclinometers. The results showed that the magnitude of the maximum numerical and experimental displacements was lower than the simplified models recommended by international manuals and technical literature. However, the monitoring data was compatib

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16

Dai, Zi-Hang, Wei-Dong Guo, Gui-Xin Zheng, Yu Ou, and Yan-Jia Chen. "Moso Bamboo Soil-Nailed Wall and Its 3D Nonlinear Numerical Analysis." International Journal of Geomechanics 16, no. 5 (2016): 04016012. http://dx.doi.org/10.1061/(asce)gm.1943-5622.0000634.

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17

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 surfac

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18

Smith, I. M., and N. Su. "Three-dimensional FE analysis of a nailed soil wall curved in plan." International Journal for Numerical and Analytical Methods in Geomechanics 21, no. 9 (1997): 583–97. http://dx.doi.org/10.1002/(sici)1096-9853(199709)21:9<583::aid-nag831>3.0.co;2-k.

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19

Garzón-Roca, Julio, Vicente Capa, F. Javier Torrijo, and Julio Company. "Designing Soil-Nailed Walls Using the Amherst Wall Considering Problematic Issues during Execution and Service Life." International Journal of Geomechanics 19, no. 7 (2019): 05019006. http://dx.doi.org/10.1061/(asce)gm.1943-5622.0001453.

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20

Mohamed, Mahmoud H., Mohd Ahmed, and Javed Mallick. "Pullout Behavior of Nail Reinforcement in Nailed Soil Slope." Applied Sciences 11, no. 14 (2021): 6419. http://dx.doi.org/10.3390/app11146419.

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The pullout resistance and displacement performance of reinforcement have significant effects on the safe and economic design of a reinforced-soil system. In this study, the nail pullout tests are conducted to assess the pullout behavior of soil nail reinforcement at different levels in the soil slope of granular materials. The similitude laboratory models of a reinforced soil system with a scale of 1:10 are prepared. The construction sequence used in a full scale slope was precisely followed in the laboratory model. The models consist of a Perspex wall box filled with sand and steel bars as a

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21

Sabermahani, Mohsen, Faraz Ahimoghadam, and Valiollah Ghalehnovi. "Effect of surcharge magnitude on soil-nailed wall behaviour in a geotechnical centrifuge." International Journal of Physical Modelling in Geotechnics 18, no. 5 (2018): 225–39. http://dx.doi.org/10.1680/jphmg.16.00022.

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22

Rezamand, Abbas, Mohammad Afrazi, and Mahdi Shahidikhah. "Study of Convex Corners' Effect on the Displacements Induced by Soil-Nailed Excavations." Journal of Advanced Engineering and Computation 5, no. 4 (2021): 277. http://dx.doi.org/10.55579/jaec.202154.344.

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In deep excavations, because of time, budget, and computational tools limitation, two-dimensional analyses (plane strain analyses) rather than three-dimensional ones are often used for controlling factors of safety and displacements. In most excavation projects, the excavation plan includes convex and concave corners. Unlike concave corners, the use of two-dimensional analysis for convex corners is non-conservative. In the present study, by using three-dimensional numerical modeling and comparing 3D and 2D results, the effects of convex corners on the displacements induced by soil-nailed excav

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23

Min, Sun-Wong, and Jong-Il Lee. "A study on the effectiveness of "Stone-Wall" and "Soil-Nailed natural surface" Methods for retaining wall structure." Asia-pacific Journal of Multimedia services convergent with Art, Humanities, and Sociology 7, no. 11 (2017): 905–14. http://dx.doi.org/10.14257/ajmahs.2017.11.18.

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24

Bazaz, Jafar Bolouri, Ali Akhtarpour, and Ali Ahmadi. "Empirical correlation between length of nail and system parameters for a vertical soil nailed wall." Journal of Physics: Conference Series 1973, no. 1 (2021): 012203. http://dx.doi.org/10.1088/1742-6596/1973/1/012203.

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25

Hashemi, Seyyed Mohammad, and Iraj Rahmani. "Determination of Multilayer Soil Strength Parameters Using Genetic Algorithm." Civil Engineering Journal 4, no. 10 (2018): 2383. http://dx.doi.org/10.28991/cej-03091167.

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This paper employs a back analysis method to determine soil strength parameters of the Mohr-Coulomb model from in situ geotechnical measurements. The lateral displacement of a soil nailed wall retaining an excavation in Tehran city used as a criterion for the back analysis. For this purpose, a genetic algorithm is applied as an optimization algorithm to minimize the error function, which can perform the back analysis process. When the accuracy of modeling is verified, the back analysis is performed automatically by creating a link between genetic algorithm in MATLAB and Abaqus software using P

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26

Zhu, Feng-bin, Lin-chang Miao, Huan-da Gu, and Yue-hong Cheng. "A case study on behaviors of composite soil nailed wall with bored piles in a deep excavation." Journal of Central South University 20, no. 7 (2013): 2017–24. http://dx.doi.org/10.1007/s11771-013-1703-8.

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27

Liao, Ying. "Study on Reliability of Bracing Structure for Foundation Pit by Excel Optimization Algorithm." Applied Mechanics and Materials 351-352 (August 2013): 1722–25. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.1722.

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On the basis of the theory of structure reliability, the optimization algorithm according to the geometric significance of the reliability index and the checking point method are studied to calculate the reliability of the bracing structure for foundation pit. Combined with a soil nailed wall engineering example, the primary data calculation table is established to solve the non-linear programming problem adopting the embedded planning solving method of Excel software and the results indicate that the reliability index and the coordinates of the checking point are same nearly using the checkin

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28

Unterreiner, P., B. Benhamida, and F. Schlosser. "Finite element modelling of the construction of a full-scale expexperimental soil-nailed wall. French National Research Project CLOUTERRE." Proceedings of the Institution of Civil Engineers - Ground Improvement 1, no. 1 (1997): 1–8. http://dx.doi.org/10.1680/gi.1997.010101.

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29

Sun, Yongshuai, and Zhiming Li. "Analysis of Deep Foundation Pit Pile-Anchor Supporting System Based on FLAC3D." Geofluids 2022 (August 16, 2022): 1–19. http://dx.doi.org/10.1155/2022/1699292.

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Relying on a deep foundation pit project in Beijing, using FLAC3D three-dimensional finite-difference software simulation combined with displacement monitoring data verification method, the deep foundation pit excavation and three-pile and two-anchor rod support system in anhydrous sand pebble stratum are systematically analyzed, and summed up the variation law of formation stress, internal force of soil nail, axial force of bolt, stress and displacement of pile in the process of excavation and support of deep foundation pit. The results show that during the excavation of the foundation pit, t

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30

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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31

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

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32

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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33

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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34

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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35

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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36

Sivakumar Babu, G. L., B. R. Srinivasa Murthy, and A. Srinivas. "Analysis of construction factors influencing the behaviour of soil-nailed earth retaining walls." Proceedings of the Institution of Civil Engineers - Ground Improvement 6, no. 3 (2002): 137–43. http://dx.doi.org/10.1680/grim.2002.6.3.137.

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37

Naghshin, P., and H. Shahir. "Optimum Design of Soil Nailed Walls Based on Deformation Criterion under Seismic Loads." Journal of Engineering Geology 10, no. 2 (2016): 3517–36. http://dx.doi.org/10.18869/acadpub.jeg.10.2.3517.

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38

Komak Panah, Ali, and Sina Majidian. "Non-linear 2DOF system for efficient seismic analysis of vertical soil-nailed walls." European Journal of Environmental and Civil Engineering 21, no. 11 (2016): 1301–25. http://dx.doi.org/10.1080/19648189.2016.1169223.

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39

Moradi, M., A. Pooresmaeili Babaki, and M. Sabermahani. "Effect of Nail Arrangement on the Behavior of Convex Corner Soil-Nailed Walls." Journal of Geotechnical and Geoenvironmental Engineering 146, no. 5 (2020): 04020026. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0002235.

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40

Majidian, Sina, and Ali Komak Panah. "Hybrid experimental and numerical approach for assessment of non-linear dynamic behavior of soil-nailed retaining walls." International Journal of Non-Linear Mechanics 123 (July 2020): 103476. http://dx.doi.org/10.1016/j.ijnonlinmec.2020.103476.

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41

Villalobos, Sergio A., and Felipe A. Villalobos. "Effect of nail spacing on the global stability of soil nailed walls using limit equilibrium and finite element methods." Transportation Geotechnics 26 (January 2021): 100454. http://dx.doi.org/10.1016/j.trgeo.2020.100454.

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42

Baziar, Mohammad Hassan, Alireza Ghadamgahi, and Andrew John Brennan. "Centrifuge study of seismic response of soil-nailed walls supporting a footing on the ground surface." Géotechnique, January 17, 2022, 1–17. http://dx.doi.org/10.1680/jgeot.21.00157.

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Seismic design of soil-nailed walls requires demonstrations of tolerable ranges of wall movements, especially when a surcharge load exists near the wall. In this study, the effect of surcharge location on seismically induced wall movements was investigated using four centrifuge tests. The axial tensile forces, developed along the soil nails during the seismic loadings, were also measured during the tests. At 50g centrifugal acceleration, model tests represented a 12 m high prototype wall reinforced with five rows of soil nails. To apply a surcharge stress of 30 kPa at the specified location re

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43

"Software Analysis and Model Study of Soil Nailed Wall." International Journal of Modern Trends in Engineering & Research 5, no. 3 (2018): 58–65. http://dx.doi.org/10.21884/ijmter.2018.5065.elzby.

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44

"Timber crib-faced soil-nailed retaining wall." International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts 31, no. 2 (1994): A110. http://dx.doi.org/10.1016/0148-9062(94)93199-2.

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45

"Finite element analysis of a soil nailed wall." International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts 31, no. 5 (1994): 245. http://dx.doi.org/10.1016/0148-9062(94)90329-8.

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46

Hajialilue-Bonab, Masoud, and Seyyed Kazem Razavi. "A study of soil-nailed wall behaviour at limit states." Proceedings of the ICE - Ground Improvement, September 1, 2015, 1–13. http://dx.doi.org/10.1680/grim.14.00021.

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47

Muthukumar, Surya, Sreevalsa Kolathayar, Asvitha Valli, and Dhanya Sathyan. "Pseudostatic analysis of soil nailed vertical wall for composite failure." Geomechanics and Geoengineering, October 12, 2020, 1–13. http://dx.doi.org/10.1080/17486025.2020.1827163.

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48

Agarwal, Ekansh, Mahesh Sharma, and Anindya Pain. "Efficient surrogate model based probabilistic analysis of helical soil nailed wall under seismic conditions." European Journal of Environmental and Civil Engineering, May 19, 2022, 1–22. http://dx.doi.org/10.1080/19648189.2022.2078431.

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49

Benayoun, Fadila, Djamalddine Boumezerane, Souhila Rehab Bekkouche, and Fadhel Ismail. "Optimization of geometric parameters of soil nailing using response surface methodology." Arabian Journal of Geosciences 14, no. 19 (2021). http://dx.doi.org/10.1007/s12517-021-08280-z.

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AbstractOptimization of parameters of soil nailing is an important task in reinforcement soil problems. This paper focuses on the effect of nail geometric parameters on soil nailed wall analysis and identifies which factors that most affect their stability and cost using response surface methodology (RSM). RSM has been chosen to achieve an optimum combination of the soil nailing wall design. The influence of three factors has been considered; it included nail length, its inclination, and vertical spacing between nails. After a finite element analysis to model and perform the soil nailing simul

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50

Yadegari, Samaneh, Majid Yazdandoust, and Maziyar Momeniyan. "Performance of helical soil-nailed walls under bridge abutment." Transportation Geotechnics, May 2022, 100788. http://dx.doi.org/10.1016/j.trgeo.2022.100788.

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