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Projektowanie konstrukcji z gruntu zbrojonego narażonych na oddziaływania sejsmiczne

Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
EN
Design of geosynthetic-reinforced soil structures for earthquake resistance
Języki publikacji
PL
Abstrakty
PL
Zasady projektowania sejsmicznego konstrukcji z gruntu zbrojonego. Metody obliczeniowe. Porównanie założeń pseudostatycznego i pseudodynamicznego sposobu analizy problemu. Przykładowe wyniki obliczeń. Praktyczne wnioski wynikające z analizy.
EN
Seismic design of reinforced soil structures. Methods of calculations. Comparison of pseudostatic and pseudodynamic approaches based on the limit state analysis. Typical results of calculations. Main practical conclusions.
Rocznik
Tom
Strony
881--888
Opis fizyczny
Bibliogr. 40 poz., rys., tab
Twórcy
  • Instytut Budownictwa Wodnego PAN w Gdańsku
Bibliografia
  • 1. Ahmad S. M., Choudhury D.: Seismic internal stability analysis of waterfront reinforced-soil wallusing pseudo-static approach. Ocean Engineering. Vol.52, 2012, 83-90.
  • 2. Alampalli S., Elgamel A. W.: Dynamic response of retaining walls including supported soil backfill – a computational model. Materiały: 4th U.S National Conf. on Earthquake Engre, Earthquake Engineering Research Institute, Palm Springs, California, Vol.3, 1990, 623-632.
  • 3. Al-Homoud A. S., Whitman R. V: Seismic analysis and design of rigid bridge abutments considering rotation and sliding incorporating non-linear soil behavior. Soil Dynamics and Earthquake Engineering, 1999, 247-277.
  • 4. Arango I.: Design of earth retaining structures for dynamic loads. Materiały ASCE Specialty Conf. on Lateral Stresses in Ground and Design of Earth Retaining Structures, Cornell University, Ithaca, 103-147.
  • 5. Batog A., Hawrysz M.: Projektowanie budowli ziemnych w skomplikowanych i żłożonych warunkach geotechnicznych. Geoinżynieria, 44 (3), 2013, 34-43.
  • 6. Burke C. B.: Full-scale Shaking Table Tests and Finite Element Analysis of Reinforced Soil Retaining Walls. Ph.D. dissertation. Department of Civil Engineering and Engineering Mechanics, Columbia University, Nowy Jork, 2004.
  • 7. Choudhury D., Ahmad S.M: External stability of waterfront reinforced soil structures under seismic conditions using a pseudo-static approach. Geosynthetics International, Vol.16 (1), 2009, 1-10.
  • 8. Choudhury D., Nimbalkar S. S: Seismic passive resistance by pseudo-dynamic method. J.Geotechnique 55 (9), 2005, 699-702.
  • 9. Choudhury D., Nimbalkar S. S, Mandal J. N.: External stability of reinforced soil walls under seismic conditions. Geosynthetics International Vol. 14 (4), 2007, 211-218.
  • 10. Choudhury D., Subba Rao K. S., Ghosh S.: Passive earth pressure distribution under seismic condition. Materiały: 15th Engineering Mechanics Conference of ASCE, Columbia University, Nowy Jork, 2002.
  • 11. Das, B. M.: Principles of Soil Dynamics. PWS-Kent Publishing Company, Boston, MA, 1993.
  • 12. El-Emam M.M., Bathurst R. J., Hatami K., Mashhour M. M.: Shaking table and numerical modelling of reinforced soil walls. In: Proceedings of the International Symposium on Earth Reinforcement, Vol. 1. Kyushu, Japan, 2001, 329-334.
  • 13. Eurocode 8: Design of structures for earthquake resistance.
  • 14. Finn W. D. L., Wu G., Yoshida, N.: Seismic response of sheet pile walls. Materiały: 10th World Conf. on Earthquake Engrg, Madryt, Vol. 3, 1992, 1689-1694.
  • 15. Fujii T., Izawa J., Kuwano J., Hshihara M., Nakane A.: Prediction of deformation of retaining walls of geosynthetic-reinforced soil under large earthquakes. Materiały: Eighth International Conference on Geosynthetics, Vol. 4. Yokohama, Japonia, 2006, 1485-1488.
  • 16. Green R. A., Ebeling, R. M. : Modeling the dynamic response of cantilever earth-retaining walls using FLAC. Numerical Modeling in Geomechanics, 2003.
  • 17. Helwany S. M. B., Budhu M., McCallen D.: Seismic analysis of segmental retaining walls. I: model verification. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 127 (9), 2001, 741-749.
  • 18. Iai S., Kameoka T.: Finite element analysis of earthquake induce damage to anchored sheet pile quay walls. Soils and Foundations, Vol. 33., 1993, 71-91.
  • 19. Koseki J.: Use of geosynthetics to improve seismic performance of earth structures. Geotextiles and Geomembranes. Vol.34, 2012, 51-68.
  • 20. Kramer S. L: Geotechnical Earthquake Engineering. Prentice-Hall, New Jersey, 1996, 466-505.
  • 21. Ling H. I., Leshchinsky D.: Effects of vertical acceleration on seismic design of geosynthetic reinforced soil structures. Geotechnique, 48 (3) , 347-373.
  • 22. Ling H. I., Leshchinsky D., Chou N.N.S.: Post-earthquake investigation on several geosynthetic reinforced soil retaining walls and slopes during the Ji-Ji earthquake of Taiwan. Soil Dynamics and Earthquake Engineering. Vol. 21, 2001, 297-313.
  • 23. Ling H. I., Liu H., Kaliakin V.N., Leshchinsky D.: Analyzing dynamic behavior of geosynehtic-reinforced soil retaining walls. Journal of Engineering Mechanics, ASCE 130 (8), 2004, 911–920.
  • 24. Matuo H., Ohara S.: Lateral earth pressure and stability of quay walls during Earthquakes. Materiały: 2nd World Conf. on Earthquake Engrg, International Association for earthquake Engineering, Tokio, Japonia, 1960.
  • 25. Mononobe N., Matsuo H.: On the determination of earth pressures during earthquakes. Proceedings of the World Engineering Congress, 1929, Vol. 9, 177-185.
  • 26. Nadim F., Whitman R, V.: Seismically induced movement of retaining walls. J.Geotech Engrg, ASCE, 109 (7), 1983, 915-913.
  • 27.Nimbalkar, S. S., Choudhury D., Mandal, J. N.: Seismic stability of reinforced-soil wall by pseudo-dynamic method. Geosynthetics International, 2006, Vol.13 (3), 111-119.
  • 28. Okabe S.: General theory of earth pressure. Journal of the Japanese Society of Civil Engineers 12 (1), 1926, 1277-1323.
  • 29. Ortigosa P.: Seismic earth pressure including soil cohesion. Materiały: 16th international conferenceon soil mechanics and geotechnical engineering, Osaka, 2005.
  • 30. Rajeev P.: Numerical modeling of seismic behavior of earth retaining walls. Praca magisterska, Swinburne University of Technology, Australia 2006.
  • 31. Reddy G. V. N., Choudhury D., Madhav M. R., Reddy E. S.: Pseudo-dynamic analysis of reinforced soil wall subjected to oblique displacement. Geosynthetics International, Vol.16 (2), 2009, 61-70.
  • 32. Richard R., Elms D. G: Seismic behavior of gravity retaining walls. J.Geotec Engrg.,ASCE, 105 (GT4), 1979.
  • 33. Richards R., X. Shi: Seismic Lateral Pressures in soils with Cohesion. J. Geotechnical Engineering, ASCE Vol.120 (7), 1994.
  • 34. Seed H. B., Whitman R. V.: Design of earth retaining structures for dynamic loads, ASCE Spec.Conf. Lateral Stresses in the ground and design of retaining structures, Cornell, 1970, 103-147.
  • 35. Steedman R. S., Zeng X.: The influence of phase on the calculation of pseudo-static earth pressure on a retaining wall. Geotechnique, 40 (1), 1990, 103-112.
  • 36. Tafreshi A. N. M., Rahimi M.: A simplified pseudo-dynamic method of reinforced retaining wall subjected to seismic loads. Materiały 15 WCEE, Lisboa 2012.
  • 37. USGS: Historic World Earthquake (http://earthquake.usgs.gov/earthquakes/world/historical_mag_big.php)
  • 38. Veletsos A. S., Younan A. H.: Dynamic response of cantilever retaining walls. J.Geotech Engrg., ASCE, 123 (2), 1996, 1090-0241.
  • 39. Wood J. H.: Earthquake-induced soil pressures on structures. Raport: EERL 73-05, Earthquake, Engineering Research Laboratory, California Inst. of Technol., Pasadena, Calif., 1973.
  • 40. Zembaty Z., Wiejacz P.: Czy w Polsce potrzebna jest sejsmiczna norma budowlana? Czasopismo Techniczne, Wydawnictwo Politechniki Krakowskiej, 2007.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-791276fa-4071-4ec1-a426-22a0afa37809
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