РАСЧЁТ БУРОВЫХ СВАЙ В СКАЛЬНЫХ ГРУНТАХ ПРИ ДЕЙСТВИИ СЖИМАЮЩЕЙ ОСЕВОЙ НАГРУЗКИ
Аннотация
В [1] был приведен краткий обзор методов расчёта несущей способности свай в скальных грунтах по боковой поверхности при действии сжимающей нагрузки. В настоящей статье выполнен обзор методов расчёта несущей способности сваи по сопротивлению скального грунта под её нижним концом.
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Зерцалов М. Г. Расчёт буровых свай в скальных грунтах при действии сжимающей осевой нагрузки // Основания, фундаменты и механика грунтов.- №6.- 2022.- С.2-6.
Coates D. F. Rock mechanics principle // Energy Mines and
Resourses, Ottava, 874 p.
Rowe R. K. and Armitage H. H. A design method for drilled piers in soft rock // Canadian Geotechnical J.- Vol. 24.- 1987.-Pp. 126-142.
Findlay J. D., Brooks N. J., Mure J. N., and Heron W., “Design of axially loaded piles-United Kingdom practice, Bzlkema,Rotterdam (1997).
Serrano A. and Olalla C. “Allowable bearing capacity of rock foundations using non-linear failure criterion.” Int. J.Rock Mech. Min. Sci.& Geomech. Abstr., 33(4), 327-345 (1996).
Zhang L. and Einstein H. H., “End Bearing Capacity of Drilled Shafts in Rock,” J. Geotechnical and Geoenvironmental Engineering, Vol. 124, No. 7, 1998, pp. 574-584.
Vipulanandan C. Hussain,Usluogulari A. O. “Parametric study of open core-hole on the behavior drilled shafts socketed in soft rock,” Contemporary Issues in Deep Foundations, Proceedings of Geo-Denver, Denver Colo, pp 18-21 (2007).
Canadian Foundation Engineering Manual, 2nd ed., Canadian Geotech. Society. Ottava, Canada, 1985.
Свод правил СП-24.13330. 2011(24.01.2019) Свайные фундаменты. Актуализированная редакция СНиП 2.02.03-85
Deere D. U. and Deere D.W., Rock Quality Designation (RQD) After Twenty Years, Contract Report GL-89-1, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., 1989.
Bieniawski Z. T., “Determining Rock Mass Deformability— Experience from Case Histories,” International Journal of Rock
Mechanics and Mineral Science, Vol. 15, 1978, pp. 237-247.
Barton N., Lien R., and Lunde J., “Engineering Classification of Rock Masses for the Design of Tunnel Support,” Rock Mechanics, Vol. 6, No. 4, 1974, pp. 183-236.
Hoek E. and Brown E.T., “The Hoek-Brown Failure Criterion—A 1988 Update,” Rock Engineering for Underground Excavations, Proceedings 15th Canadian Rock Mechanics Symposium, Toronto, ON, Canada, 1988, pp. 31-38.
Hoek E. “Estimates of rock mass modulus and strength” , www.rocscience.com, 2004.
Hoek E., Carranza-Torres C., and Corkum B. “Hoek-Brown failure criterion.- Proc. 5th North American Rock Mechanics Symposium, Toronto, July 2002, 267-273.
Aydan O. and Dalgiс S. “Prediction of deformation behaviour of 3-lanes Bolu tunnels through squeezing rocks of North Anatolian fault zone (NAFZ)”. Proc. Regional Symp. Sedimentary Rock Engineering., Taipei, 228-233 (1998).
Ramamurthy T. Stability of rock masses. Indian Geomechanics Journal. Vol. 16, No. 1, pp 1-74 (1986).
Bieniawski Z. T. Engineering rock mass classifications, John Wiley & Sons, New York (1989).
Truzman M., Corley D., and Lipka D., “Determination of Unit Tip Resistance for Drilled Shafts in Fractured Rocks using the Global Rock Mass Strength, Pan-Am CGS Geotech. Conf. 2011, pp. 135-140.
American Association of State Highway and Transportation Officials (AASHTO), Standard specification for highway bridges, Washington D.C., 1996.
Carter J. P., Kulhawy F. H. “Analysis and Design of Drilled Shaft Foundations socketed into Rock”, Report EL-5918, Electric Power Institute, Palo Alto, Ca., 1988.
Зерцалов М. Г. Геомеханика (введение в механику скальных грунтов), М.: АСВ, 2014, 249 с.
Zhang L., “Prediction of end-bearing capacity of rock-socketed shafts considering rock quality designation (RQD)” Canadian Geotech. J., 2010, pp. 1071-1084.
Zhang L., “Drilled Shafts in Rock”, Analysis and Design, Balkema Publishers, 2004, p. 240.
Osterberg J.O., Gill S.A. “Load Transfer Mechanism for Piers socketed in Hard Soils or Rock” Proceedings, 9th Canadian Simposium on Rock Mechanics, Montreal, Canada, 1973, pp 235-262.
Pells P.J.N., Turner R,M. “Elastic Solutions for the Design and Analysis of Rock-Socketed Piles”, Canadian Geotechnical Journal, Vol. 16, 1979, pp. 481-486.
Donald I. B., Sloan S. W., Chiu H. K. “Theoretical Analyses of Rock-Socketed Piles”, International Conference on Structural Foundations on Rock, Vol. 1, Sydney, Australia, 1980, pp. 303-316.
Rowe R. K., Armitage H.H., “Theoretical Solutions for Axial Deformation of Drilled Shafts in Rock”, Canadian Geotechnical
Journal, Vol. 24, 1987a, pp.114-125.
Randolph M. F., Wroth C. P. “Analysis and Deformation of Vertically Loaded Piles”, Journal of the Geotechnical Engineering Division, Vol. 104, № GT12, 1978, pp. 1465 – 1488.
Rowe R. K. and Armitage H. H., “Theoretical solutions for axial deformation of drilled shafts in rock” Canadian Geotechnical Journal, Vol. 24, 1987b, pp. 114-125.
Amir J. M. “Piling in Rock, Balkema, Rotterdam, The Neverlands, 1986.
“Rock-Socketed Shafts for Highway Structure Foundations, A Synthesis of Highway Practice“, Transportation Research Board, Washington, D.C., 2006, p. 134.
Crapps D. K., Shmertman J. H. “Compression Top Load Reaching Shaft Bottom – Theory Versus Tests”, Proc. International Deep Foundations Congress, Orlando, Fla., Feb.14-16, 2002.
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