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"The Rudbār Mw 7.3 earthquake of 1990 June 20 seismotectonics, coseismic and geomorphic displacements, and historic earthquakes of the western ‘High-Alborz’, Iran." Geophysical Journal International 182, no. Geo5 user guide (edition 2017), fine civil engineering software, 2016.īerberian, Manuel, and Richard Walker. Army Corps of Engineers Waterways Experiment Station, Vicksburg, Mississippi, miscellaneous, 1984. G, "Rationalizing the seismic coefficient method." U.S. "Seismic coefficients for pseudostatic slope analysis." In 13 th World Conference on Earthquake Engineering, Vancouver, Canada. "A methodology to select seismic coefficients based on upper bound “Newmark” displacements using earthquake records from Turkey." Soil Dynamics and Earthquake Engineering 31, no.
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"Regression models for estimating coseismic landslide displacement." Engineering Geology 91, no. Kramer, S.L., "Geotechnical earthquake engineering." Prentice-Hall, New Jersey, USA, ISBN: 0-13-374943-6, 1996.
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Kumar, K., "Basic Geotechnical Earthquake Engineering." New Age International (P) Limited, Publishers. Pathmanathan, R., "Numerical Modelling of Seismic Behaviour of Earth-Retaining Walls." Thesis for Master Degree, Rose School, June 2006. Transactions of Civil Engineering 38, no. "SEISMIC PERFORMANCE OF SLOPES IN PSEUDO-STATIC DESIGNS WITH DIFFERENT SAFETY FACTORS." Iranian Journal of Science and Technology. "Dimensionality and directionality effects in Newmark sliding block analyses." Journal of Geotechnical and Geoenvironmental Engineering 130, no. "Slope stability analysis–limit equilibrium or the finite element method." Ground Engineering (2014): 22-28. Matthews, Carol, Zeena Farook, and Peter Helm. P., "Slope Stability Evaluations by Limit Equilibrium and Finite Element Methods." Doctoral Thesis at NTNU, Norwegian University of Science and Technology. "A comparative study of slope stability analysis using traditional limit equilibrium method and finite element method." ASIAN JOURNAL OF CIVIL ENGINEERING (BHRC) 16, no. Federal Highway Administration, Report No. "Tieback wall design and construction." Final Report to Alabama Highway Research Center (1997): 1-4. Hoover, Gabion mesh corrosion: Field Study of Test Panels and Full-scale Facilities, FHWA-CA-TL-99-23, 2001.Įlton, David J., and PE James E. Oosthoek, Jorg., "The Stability of Synthetic Gabions in Waves." Thesis for degree of Master of science. This result could show that, the combination of gabion walls with tieback anchors gives a satisfactory result and it is an efficient and helpful method for stability of slopes in front of earthquake and dynamic forces. In this model, under loading condition 3 (with horizontal and vertical pseudo-static coefficient of Bam earthquake) that had the most vertical pseudo-static coefficient, the 23-meter tieback anchors with 12-degree inclination respect to horizontal could stable the considered gabion wall. In this condition four rows of 18 meter tiebacks could stable the gabion wall very well. The results of this study showed that the designed gabion wall could be stable in dense silty gravel soil (GM) in 8.5-meter slope, and with magnitude of 0.25 horizontal coefficient of Manjil earthquake, but in the same geometry and material condition and impact of 0.4 magnitude horizontal coefficient of Bam earthquake it couldn't be stable alone.
Kbasic wall coverings software#
In this study at first, the gabion wall will be analysed in different loading conditions, and then to deal with earthquake dynamic forces the tiebacks will be used to increase the gabion walls stability.The software that is used in this study is GEO5 software, nowadays this software can be introduced as one of the best slope stability analysis software's. This combination is the novel point of this research. Gabion walls and tiebacks can be known as the most flexible methods of slope stabilization methods, because of this reason, if they can be combined with each other, it should show very good results in front of dynamic and even static forces. This study can be used as the beginning of a new synthetic method where the Gabion wall is combined with Tiebacks. There are many methods for stabilizing slopes such as Gabion walls and Tiebacks. If the necessary actions for protection are not considered, it could lead to problems and events such as landslides, settlements and even destruction of roads. One of the most important issues in the construction of highways, mountain and urban roads is known as slope stabilization.