[1]
|
“Construction in Seismic Zones,” GOSSTROI RUSSIA, Moscow, 2010, 88 p.
|
[2]
|
Università degli Studi di Milano, “Methodical Instructions for the Determination of Inclination Angles of Slopes, Pit Banks and Waste Banks of Open-Pits Being under Construction and Exploitation,” Leningrad, 1972, 165 p.
|
[3]
|
Università degli Studi di Milano, “Methodical Instruc- tions for Calculation of Stability and Bearing Capacity of Pit Dumps,” Leningrad, 1987, 123 p.
|
[4]
|
Università degli Studi di Milano, “Regulations for Support of Coal Open-Pit Slope Stability,” St. Petersburg, 1998, 208 p.
|
[5]
|
“Recommendations for Selection of Methods for Calculation of Safety Factor of Slope and Sliding Pressure,” Ministry of Mounting and Special Construction Works of Ukraine, TsBNTI, Moscow, 1986, 124 p.
|
[6]
|
Hydro-Project, “Recommendations for Calculation of Stability of Rocky Slopes,” Moscow, 1986, 52 p.
|
[7]
|
E. P. Yemelyanova, “Basic Regularities of Sliding Processes,” National Electric Drag Racing Association, Moscow, 1972. 310 p.
|
[8]
|
M. A. Revazov and T. K. Pustovoitova, “Account of Seismic Forces in Calculations of Open-Pit Slope Stability Located in Seismohazardous Zones,” Proceedings Research Institute of Mining Geomechanics and Mine Surveying (VNIMI), No. 67, 1967, pp. 313-318.
|
[9]
|
H. Z. Rasulov, “Seismoresistance of Ground Foundations,” Tashkent, 1984, 192 p.
|
[10]
|
A. H. Sadykov, “Sliding Stability of Forest Slopes and Banks under Effects,” Ph.D. Thesis, Institute Seismology G. A. Mavlyanova Uzbek Academy of Sciences, Tashkent, 2011, 19 p.
|
[11]
|
O. A. Kusonsky and A. N. Gulyaev, “Possible Trigger Effects of Some Earthquakes of the Urals,” The Urals Geophysical Vestnik, No. 6, 2004, pp. 74-80.
|
[12]
|
O. V. Zoteev, “Geomechanics: Educational Textbook,” UGGGA, Yekaterinburg, 1997, 128 p.
|
[13]
|
Y. P. Astafyev, R. V. Popov and Y. M. Nikolashin, “Control of Rock Mass State in Surface Mining of Mineral Deposits,” High School, Kiev, 1986.
|
[14]
|
P. S. Mironov, “Explosions and Seismic Safety of Constructions,” National Electric Drag Racing Association, Moscow, 1973, 186 p.
|
[15]
|
S. V. Medvedev, “Seimics of Mining Explosions,” National Electric Drag Racing Association, Moscow, 1964, 188 p.
|
[16]
|
S. K. Sarma and M. V. Bhave, “Critical Acceleration versus Static Factor of Safety in Stability Analysis of Earth Dams and Embankments,” Geotechnique, Vol. 24, No. 4, 1974, pp. 661-665.
doi:10.1680/geot.1974.24.4.661
|
[17]
|
M. E. Hynes-Griffin and A. G. Franklin, “Rationalizing the Seismic Coefficient Method,” Miscellaneous Paper GL-84-13, US Army Corps of Engineers Waterways Experiment Station, Vicksburg, 1984, 21 p.
|
[18]
|
H. B. Seed, “Consideration in the Earthquake-Resistant Design of Earth and Rockfill Dams,” Geotechnique, Vol. 29, No. 3, 1979, pp. 215-263.
doi:10.1680/geot.1979.29.3.215
|
[19]
|
N. R. Morgenstern and V. E. Price, “The Analysis of the Stability of Generalized Slip Surfaces,” Geotechnique, Vol. 15, No. 1, 1965, pp.79-89.
doi:10.1680/geot.1965.15.1.79
|
[20]
|
N. M. Newmark, “Effects of Earthquakes on Dams and Embankments,” Geotechnique, Vol. 15, No. 2, 1965, pp. 139-159. doi:10.1680/geot.1965.15.2.139
|
[21]
|
R. W. Jibson, “Predicting Earthquake-Induced Landslide Displacements Using Newmark’s Sliding Block Analysis,” Transportation Research Record 1411, 1993, 17 p.
|
[22]
|
G. Saygili and E. M. Rathje, “Empirical Predictive Models for Earthquake-Induced Sliding Displacements of Slopes,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 134, No. 6, 2008, pp. 790-803.
|
[23]
|
J. D. Bray and T. Travasarou, “Simplified Procedure for Estimating Earthquake-Induced Deviatoric Slope Displacements,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 133, No. 4, 2007, pp. 381-392.
doi:10.1061/(ASCE)1090-0241(2007)133:4(381)
|
[24]
|
S.-Yu Hsieh and C.-T. Lee, “Empirical Estimation of the Newmark Displacement from the Arias Intensity and Critical Acceleration,” Engineering Geology, Vol. 122, No. 1-2, 2011, pp. 34-42.
doi:10.1016/j.enggeo.2010.12.006
|
[25]
|
J. Graham, “Methods of Stability Analysis,” In: D. Brundsen and D. B. Prior, Eds., Slope-Instability, Wiley, New York, 1984, pp. 523-602.
|
[26]
|
D. Pradel, P. M. Smith, J. P. Stewart and G. Raad, “Case History of Landslide Movement during the Northridge Earthquake,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 131, No. 11, 2005, pp. 1360-1369.
doi:10.1061/(ASCE)1090-0241(2005)131:11(1360)
|
[27]
|
V. S. Zakharov, D. A. Simonov and A. I. Koptev, “Computer Modeling of Seismogeneous Landslide Movements,” Electronic Scientific Edition “GEO Razrez”, No. 1, 2009, 24 p.
http://georazrez.uni-dubna.ru/download/2009/03/Zakharov-CompModel_Seysmogennykh_Opolznevykh_Smescheny.pdf
|
[28]
|
S. L. Kramer, “Geotechnical Earthquake Engineering,” Prentice-Hall, 1996. 694 p.
|
[29]
|
S. L. Kramer and M. W. Smith, “Modified Newmark Model for Seismic Displacements of Compliant Slopes,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 123, No. 7, 1997, pp. 635-644.
doi:10.1061/(ASCE)1090-0241(1997)123:7(635)
|
[30]
|
N. Ambraseys and M. Srbulov, “Earthquake Induced Displacements of Slopes,” Soil Dynamics and Earthquake Engineering, Vol. 14, No. 1, 1995, pp. 59-71.
doi:10.1016/0267-7261(94)00020-H
|
[31]
|
A. M. Mochalov, “Prediction of Deformations of Open-Pit Slope by the Results of Observations and Modeling of Slopes,” Proceedings Research Institute of Mining Geomechanics and Mine Surveying (VNIMI): Study and Prediction of Movements and Deformations of Rocks, Hydrogeomechanical Processes in Deposit Mining with Underground and Surface Methods, Leningrad, 1991, pp. 119-124.
|
[32]
|
G. M. Lyakhov, “Principles of Dynamics of Explosive Waves in Ground and Rocks,” National Electric Drag Racing Association, Moscow, 1974, 192 p.
|
[33]
|
M. P. Mokhnachev and V. V. Pristash, “Dynamic Strength of Rocks,” Nauka, Moscow, 1982, 141 p.
|
[34]
|
E. S. Romm, “Structural Models of Porous Space of Rocks,” National Electric Drag Racing Association, Leningrad, 1985, 239 p.
|
[35]
|
M. V. Rats and S. N. Chernyshov, “Fracturing and Properties of Fractured Rocks,” National Electric Drag Racing Association, Moscow, 1970, 164 p.
|
[36]
|
F. F. Antikaev and N. V. Shebalin, “Revision of Correlations between Level of Macroseismic Effect and Dynamic Parameters of Ground Movement,” Journal Problems of Engineering Seismology: Investigations on Seismic Hazard, No. 29, Nauka, 1988, pp. 98-108.
|
[37]
|
V. V. Schteinberg, “Quantitative Characteristics of Ground Vibrations during Heavy Earthquakes,” In: Estimation of the Influence of Ground Conditions of Seismic Hazard, Nauka, 1988, pp. 12-35.
|
[38]
|
A. M. Mochalov, “Estimation of Open-Pit Slope Stability by Observable Deformations,” Proceedings Research Institute of Mining Geomechanics and Mine Surveying (VNIMI) Improvement of Methods for Calculation of Movements and Deformations of Rocks, Structures and Open-Pit Slopes in Coal Seam Mining under Complicated Geological-And-Mining Conditions, Leningrad, 1985, pp. 42-52.
|
[39]
|
N. V. Shebalin, “Relationship between Magnitude and Intensity of Earthquakes Depending on Depth of Their Origin,” Bulletin of the Seismological Society of America, No. 6, 1957, pp. 122-126.
|
[40]
|
N. V. Shebalin, “Methods for the Use of Engineering-Seismological Data in the Seismic Zoning”. In: Seismic Zoning in the USSR, Part 1, Chapter 6, US Department of Commerce, Moscow, 1968.
|
[41]
|
N. P. Abovsky, V. G. Sibgatulina and K. V. Simonov “Development of the System of Geotechnology for Seismic Resistant Construction under Different Complicated Geodynamic Ground Conditions,” The Siberian Federal University, Krasnoyarsk, 2008, 172 p.
|
[42]
|
V. I. Ulomov and S. A. Peretokin, “On Actuality of Standard Maps of Seismic Zoning of the Territory of Russian Federation,” Journal of Engineering Explorations, No. 1, 2010, pp. 44-53.
|