Liquefaction performance of shallow foundations in presence of a soil crust

Geotechnical, Geological and Earthquake Engineering

Volumn 6, Issue , 2007, Pages 245-276

  Bouckovalas, George ^a   Dakoulas, Panos ^b  

^a NATIONAL TECHNICAL UNIVERSITY OF ATHENS   (Greece)

^b UNIVERSITY OF THESSALY   (Greece)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 84874373663     PISSN: 15736059     EISSN: 18724671     Source Type: Book Series    
DOI: 10.1007/978-1-4020-5893-6_11     Document Type: Article

References (46)

1. Acacio AA (1997) Risk assessment of structures with shallow foundations resting on liquefiable deposits. PhD Thesis, University of Tokyo, October
2. Acacio AA, Kobayashi Y, Towhata I, Bautista RT, Ishihara K (2001) Subsidence of building foundations resting upon liquefied subsoil: Case studiers and assessment. Soils and Foundations 41(6): 111-128
3. th World Conference on Earthquake Engineering, Vol. 2, A.A. Balkema, Roterdam, The Netherlands, pp 147-152
4. Adalier K, Elgamal A, Meneses J, Baez JI (2003) Stone columns as liquefaction countermeasure in non-plastic silty soils. Soil Dynamics and Earthquake Engineering 23: 571-584
5. Andrianopoulos KI, Bouckovalas GD, Karamitros DK (2005) Effective stress analysis for the seismic response of shallow foundations on liquefiable sand. Proceeding of 1st Greece-JapanWorkshop: Seismic Design, Observation, and Retrofit, NTUA, Athens, 11-12 October 2005
6. Andrianopoulos KI, Bouckovalas GD, Karamitros DK, Papadimitriou AG (2006) Effective stress analysis for the seismic response of shallow foundations on liquefiable sand. Proceedings of 6th European Conference on Numerical Methods in Geotechnical Engineering, 6-8 September 2006, Graz, Austria
7. Andrianopoulos KI, Papadimitriou AG, Bouckovalas GD (2007) Use of a new bounding surface model for the analysis of earthquake-induced liquefaction phenomena. Procedings of 4th International Conference on Earthquake Geotechnical Engineering, Thessaloniki, Greece, 25-28 June 2007
8. Arurmoli K, Muraleetharan KK, Hossain MM, Fruth LS (1992) VELACS: verification of liquefaction analyses by centrifuge studies; Laboratory Testing Program - Soil Data Report. Research Report, The Earth. Technology Corporation
9. Bird JF, Bommer JJ, Crowley H, Pinho R (2006) Modelling liquefaction-induced building damage in earthquake loss estimation. Soil Dynamics and Earthquake Engineering, 26(1): 15-30
10. Bouckovalas GD, Valsamis AI, Andrianopoulos KI (2005) Pseudo static vs. performance based seismic bearing capacity of footings on liquefiable soil. Proceedings of Geotechnical Earthquake Engineeiring Satellite Conference, Osaka, Japan, 10 September 2005 (in CD-Rom)
11. Byrne PM (1991) A model for predicting liquefaction induced displacements. 2nd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, St. Louis, MO, Paper 7.14
12. Carnevale RA, Elgamal A (1993) Experimental results of RPI centrifuge Model No 12. Verifications of Numerical Procedures for the Analysis of Soil Liquefaction Problems, Arulanandan and Scott (eds), 1993 Balkema, Rotterdam, ISBN 90 5410 360 4
13. Cascone E, Bouckovalas G (1998) Seismic bearing capacity of footings on saturated sand with a clay cap. Proceedings of 11th European Conference in Earthquake Engineering, Paris, September (in CD-Rom)
14. Cetin KO, Youd TL, Seed RB, Bray JD, Sancio R, Lettis W, Yilmaz MT, Durgunoglu HT (2002) Liquefaction induced ground deformations at Hotel Sapanca during Kocaeli (Izmit), Turkey earthquake. Soil Dynamics and Earthquake Engineering, 22(9-12): 1083-1092
15. Coehlo PALF, Haigh SK, Madabhushi SPG (2004) Centrifuge Modelling of the effects of earthquake-induced liquefaction on bridge foundations. The 11th International Conference on Soil Dynamics and Earthquake Engineering, The 3rd International Conference on Earthquake Geotechnical Engineering, 7-9 January 2004, University of California, Berkeley, United States of America
16. Coehlo PALF, Haigh SK, Madabhushi SPG (2005) Development, effects and mitigation of earthquake induced liquefaction: A comprehensive study based on dynamic centrifuge modeling. Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Ozaka 2005
17. Elgamal A, Lu J, Yang Z (2005) Liquefaction-induced settlement of shallow foundations and remediation: 3D numerical simulation. Journal of Earthquake Engineering 9 (Special Issue 1): 17-45
18. Farrell TM, Kutter BL (1993) Experimental results of Model No 12. Verifications of Numerical Procedures for the Analysis of Soil Liquefaction Problems, Arulanandan and Scott (eds), 1993 Balkema, Rotterdam, ISBN 90 5410 360 4
19. Fujiwara T, Horikoshi K, Sakai K (2005) Development of a sampler designed for laminar box and its application to dynamic centrifuge modeling of footing settlement due to liquefaction. Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Ozaka 2005
20. Hamada M (1999) Similitude law for liquefied ground flow. Proceedings of the 7th US Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures against Soil Liquefaction, pp 191-205
21. Iai S, Kameoka T, Matsunaga Y (1993) Numerical (Class A) prediction of Model No 12. Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems, Arulanandan and Scott (eds), Balkema, Rotterdam
22. Ishihara K, Yoshimine M(1992) Evaluation of Settlements in Sand Deposits following liquefaction during earthquakes. Soils and Foundations 32(1): 177-188
23. Ishihara K, Acacio A, Towhata I (1993) Liquefaction-induced ground damage in Dagupan in the July 16, 1990 Luzon earthquake. Soils and Foundations 33(1): 133-154
24. Jitno H (1995) Liquefaction induced deformation of earth structures. PhD Thesis, Department of Civil Engineering, University of British Columbia, Van. B.C.
25. Kawasaki K, Sakai T, Yasuda S, Satoh M (1998) Earthquake induced settlement of an isolated footing for power transmission tower. Centrifuge 98, Kimura, Kusakabe and Takemura (eds), 1998 Balkema, Rotterdam, ISBN 90 54 10 986 6
26. Krstelj I, Prevost JH (1993) Experimental results of Model No 12. Verifications of Numerical Procedures for the Analysis of Soil Liquefaction Problems, Arulanandan and Scott (eds), 1993 Balkema, Rotterdam, ISBN 90 5410 360 4
27. Law H, Pak R, Ko H, Yashima A (1993) Numerical prediction of Model No 12. Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems, Arulanandan and Scott (eds), Balkema, Rotterdam
28. Liu L, Dobry R (1997) Seismic Response of Shallow Foundation on Liquefiable Sand. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 123(6)
29. Meyerhof GG, Hanna AM(1978) Ultimate Bearing Capacity of Foundations on Sand Layer Overlying Clay. Canadian Geotechnical Journal, 15(4): 565-572
30. Naesgaard E, Byrne PM, Ven Huizen G (1997) Behaviour of light structures founded on soil 'crust' over liquefied ground. Proceedings, Geotechnical Engineering and Soil Dynamics III
31. Newmark NM (1965) Effects of earthquakes on dams and embankments. Fifth Rankine Lecture, Geotechnique, 15, pp 139-159
32. Olson S, Stark T (2002) Liquefied strength ratio from liquefaction flow failure case histories, Canadian Geotechnical Journal 39: 629-647
33. Papadimitriou AG, Bouckovalas GD (2002) Plasticity model for sand under small and large strains: A multiaxial formulation. Soil Dynamics and Earthquake Engineering 22191-204,
34. Richards Jr. R, Elms DG, Budhu M(1993) Seismic bearing capacity and settlements of foundations. Journal of Geotechnical Engineering - ASCE 119(4): 662-674
35. Seed RB, Harder LF (1990) SPT-based analysis of cyclic pore pressure generation and undrained residual strength. In: Duncan JM (ed) Proceedings, H. Bolton Seed Memorial Symposium, University of California, Berkeley, Vol. 2, pp 351-376
36. Seed RB, Cetin KO, Moss RES, Kammerer AM, Wu J, Pestana JM (2003) Recent advances in soil liquefaction engineering: A unified and consistent framework. 26th annual ASCE Los Angeles Geotechnical Spring Seminar, Long Beach, California, Keynote presentation
37. Shiomi T, Shigeno Y, Zienkiewicz OC (1993) Numerical prediction for Model No 12. Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems, Arulanandan and Scott (eds), Balkema, Rotterdam
38. Stark TD, Mesri G (1992) Undrained shear strength of liquefied sands for stability analysis. Journal of Geotechnical Engineering ASCE 118(11)
39. Tokimatsu K, Seed BH, (1987) Evaluation of settlement in sands due to earthquake shaking. Journal of Geotechnical Engineering 113(8): 861-878
40. Tokimatsu K, Kojima H, Kuwayama S, Abe A, Midorikawa S (1994) Liquefaction-induced damage to buildings in 1990 Luzon earthquake. Journal of Geotechnical Engineering, 120(2):290-307
41. Yasuda S, Yoshida N, Adachi K, Kiku H, Gose S, Masuda T (1999) Simplified practical method for evaluating liquefaction-induced flow. Journal of geotechnical engineering, Japanese Society of Civil Engineer, No. 638/III-49, pp 71-89, 1999 (in Japanese)
42. Yasuda S, Berrill J (2000) Observation of the response of foundations in soil profiles containing saturated sands. 1st International Conference on Geotechnical and Geological Engineering, Geo-Eng 2000, Issue Lecture, pp 1141-1470.
43. Yasuda S, Yoshida N, Kiku H, Abo H, Uda M (2001) Analyses of liquefaction-induced deformation of grounds and structures by a simple method. Proceedings of 4th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, Paper No. 4.34
44. Yasuda S (2004) Evaluation of liquefaction-induced deformation of structures. A. Ansal (ed) Recent Advances in Earthquake Geotechnical Engineering and Microzonation, pp 199-230, Kluwer Academic Publishers. Printed in the Netherlands
45. Yasuda S (2005) Recent several studies and codes on performance-based design for liquefaction in Japan. Proceedings of Geotechnical Earthquake Engineering Satellite Conference, Osaka, Japan, 10 September 2005
46. Yoshimi Y, Tokimatsu K (1977) Settlement of buildings on saturated sand during earthquakes. Soils and Foundations 17(1): 23-38