Prediction of the shear wave velocity V S from CPT and DMT at research sites

详细信息    查看全文

• 作者：Amoroso Sara (1)
  
• 关键词：horizontal stress index ; shear wave velocity ; flat dilatometer test ; cone penetration test
• 刊名：Frontiers of Architecture and Civil Engineering in China
• 出版年：2014
• 出版时间：March 2014
• 年：2014
• 卷：8
• 期：1
• 页码：83-92
• 全文大小：763 KB
• 参考文献：1. Marchetti S, Monaco P, Totani G, Marchetti D. In Situ Tests by Seismic Dilatometer (SDMT). In: Proceedings of the From Research to Practice in Geotechnical Engineering, ASCE Geotech. Spec. Publ. No. 180 (honoring J.H. Schmertmann), 2008, 292鈥?11 CrossRef
  2. Robertson P K. Interpretation of in-situ tests-some insights. Mitchell Lecture. In: Proceedings of the 4th International Conference on Geotechnical and Geophysical Site Characterization (ISC鈥?). Porto de Galinhas, Pernambuco, Brazil, September, 2012
  3. Hegazy Y A, Mayne P W. Statistical correlations between Vs and CPT data for different soil types. In: Proceedings of the Symposium on Cone Penetration Testing (CPT鈥?5). Swedish Geotechnical Society Link枚ping, 1995, 2: 173鈥?78.
  4. Simonini P, Cola S. On the use of the piezocone to predict the maximum stiffness of Venetian soils. Journal of Geotechnical and Geoenvironmental Engineering, 2000, 126(4): 378鈥?82 CrossRef
  5. Andrus R D, Mohanan N P, Piratheepan P, Ellis B S, Holzer T L. Predicting shear-wave velocity from cone penetration resistance. In: Proceedings of the 4th International Conference on Earthquake Geotechnical Engineering. Thessaloniki, Greece, 2007
  6. Madiai C, Simoni G. Shear wave velocity-penetration resistance correlation for Holocene and Pleistocene soils of an area in central Italy. In: Viana da Fonseca A and Mayne P W, eds. Ge-otechnical and Geophysical Site Characterization. Proceedings of the 2nd International Conference on Site Characterization. Porto, 2004
  7. Bouckovalas G, Kalteziotis N, Sabatakakis N, Zervogiannis H. Shear wave velocity in a very soft clay-measurements and correlations. In: Proceedings of the 12th International Conference Soil Mechanics Foundation Engineering (ICSMFE). Rio de Janeiro, Brazil, 1989,191鈥?94.
  8. Marchetti S. In Situ Tests by Flat Dilatometer. Jnl GED, ASCE, 1980, 106,GT3: 299鈥?21.
  9. ASTM D6635-01 (2001, 2007). Standard Test Method for Performing the Flat Plate Dilatometer. Book of Standards, 14
  10. Eurocode 7 (1997 & 2007). Geotechnical Design Part 2: Ground Investigation and Testing. EN 1997-2: 2007
  11. Marchetti S, Monaco P, Totani G, Calabrese M. The flat dilatometer test (DMT) in soil investigations. A Report by the ISSMGE Committee TC16. May 2001, 41. Reprinted in Proceedings of the 2nd International Conference on the Flat Dilatometer, Washington D C, 2006, 7鈥?8
  12. Hepton P. Shear wave velocity measurements during penetration testing. In: Proceedings of the Penetration Testing in the UK. ICE, 1988, 275鈥?78
  13. Martin G K, Mayne P W. Seismic flat dilatometer in Piedmont residual soils. In: Proceedings of the 1st International Conference on Site Characterization (ISC鈥?8). Atlanta, 1988, 2: 837鈥?43
  14. Mayne PW, Schneider J A, Martin G K. Small- and large-strain soil properties from seismic flat dilatometer tests. In: Proceedings of the 2nd International Symposium on Pre-Failure Deformation Characteristics of Geomaterials. Torino, 1999, 1: 419鈥?27
  15. Monaco P, Marchetti S, Totani G, Marchetti D. Interrelationship between small strain modulus G0 and operative modulus. In: Proceedings of the International Conference on Performance-Based Design in Earthquake Geotechnical Engineering (IS-Tokyo 2009). Tsukuba, Japan, 2009, 1315鈥?323
  16. Powell J J M, Butcher A P. Small strain stiffness assessments from in situ tests. In: Proceedings of the 2nd International Conference on Geotechnical Site Characterization (ISC鈥?). Porto, Portugal, 2004, 2: 1717鈥?722
  17. Monaco P, Totani G, Amoroso S, Totani F, Marchetti D. Site characterization by seismic dilatometer (SDMT) in the city of L鈥橝quila. Rivista Italiana di Geotecnica. Anno XLVIII, 2013, (3) (in press)
  18. Hryciw R D. Small-strain-shear modulus of soil by dilatometer. ASCE Jnl GE, 1990, 116(11): 1700鈥?716 CrossRef
  19. Lunne T, Lacasse S, Rad N S. State of the art report on in situ testing of soils. In: Proceedings of the XII ICSMFE, Rio de Janeiro, 1989, 4: 2339鈥?403
  20. US DOT-Briaud J L, Miran J. The Flat Dilatometer Test. Departm of Transportation-Fed Highway Administr, Washington, D C, Publ No. FHWA-SA-91-044, Feb, 1992, 102
  21. Tanaka H, Tanaka M. Characterization of sandy soils using CPT and DMT. Soils and Foundations. 1998, 38(3): 55鈥?5 CrossRef
  22. Sully J P, Campanella R G. Correlation of maximum shear modulus with DMT test results in sand. In: Proceedings of the XII ICSMFE. Rio de Janeiro, 1989, 1, 339鈥?43.
  23. Baldi G, Bellotti R, Ghionna V, Jamiolkowski M, Lo Presti D C F. Modulus of sands from CPT鈥檚 and DMT鈥檚. In: Proceedings of the XII ICSMFE. Rio de Janeiro, 1989, 1: 165鈥?70.
  24. Schneider J A, McGillivray A V, Mayne PW. Evaluation of SCPTU intra-correlations at sand sites in the Lower Mississippi River valley, USA. In: Proceedings of the 2nd International Conference on Geotechnical Site Characterization (ISC鈥?). Porto, Portugal, 2004, 1: 1003鈥?010
  25. Marchetti S. Sensitivity of CPT and DMT to stress history and aging in sands for liquefaction assessment. In: Proceedings of the CPT 2010 International Symposium Huntington Beach. California, 2010
  26. Schmertmann J H. (1984). Comparing DMT with CPT in NC/OC Sand Bucket Tests. DMT Digest No. 4. GPE Inc, Gainesville, Fl, USA, 1984
  27. Baligh M M, Scott R F. Quasi static deep penetration in clays. ASCE Jnl GE, 1975, 101(No. GT11): 1119鈥?133
  28. Jamiolkowski M, Lo Presti D C F. DMT research in sand. What can be learned from calibration chamber tests. In: Proceedings of the 1st International Conference on Site Characterization (ISC鈥?8). Atlanta, Oral presentation, 1998
  29. Lee M, Choi S, Kim M, Lee W. Effect of stress history on CPT and DMT results in sand. J Engineering Geology, 2011, 117(3鈥?): 259鈥?65 CrossRef
  30. Monaco P, Amoroso S, Marchetti S, Marchetti D, Totani G, Cola S, Simonini P. Overconsolidation and stiffness of venice lagoon sands and silts from SDMT and CPTU. Journal of Geotechnical and Geoenvironmental Engineering, May 14 online publishing, 2013
  31. Amoroso S. Prediction of the shear wave velocity Vs from CPT and DMT. In: Cui Y J, eds. Proceedings of the 5th International Young Geotechnical Engineers鈥?Conference-5th iYGEC 2013. The authors and IOS Press, 2013
  32. Simonini P. Characterization of the Venice lagoon silts from in-situ tests and the performance of a test embank-ment. In: Viana da Fonseca A, Mayne P W, eds. Ge-otechnical and Geophysical Site Characterization, Proceedings of the 2nd International Conference on Site Characterization. Porto, Rotterdam: Millpress, 2004, 1: 187鈥?07
  33. Gottardi G, Tonni L. A comparative study of piezo-cone tests on the silty soils of the Venice lagoon (Treporti Test Site). In: Viana da Fonseca A, Mayne P W, eds. Ge-otechnical and Geophysical Site Characterization, Proceedings of the 2nd International Conference on Site Characterization. Porto, Rotterdam: Millpress, 2004, 2: 1643鈥?649
  34. Marchetti S, Monaco P, Calabrese M, Totani G. DMT-predicted vs measured settlements under a full-scale instrumented embankment at Treporti (Venice, Italy). In: Viana da Fonseca A, Mayne PW, eds. Ge-otechnical and Geophysical Site Characterization, Proceedings of the 2nd International Conference on Site Characterization. Porto, Rotterdam: Millpress, 2004, 2: 1511鈥?518.
  35. McGillivray A, Mayne P W. Seismic piezocone and seismic flat dilatometer tests at Treporti. In: Viana da Fonseca A, Mayne P W, eds. Ge-otechnical and Geophysical Site Characterization, Proceedings of the 2nd International Conference on Site Characterization. Porto, Rotterdam: Millpress, 2004, 2: 1695鈥?700
  36. Simonini P, Ricceri G, Cola S. Geotechnical char-acterization and properties of the Venice lagoon hetero-geneus silts. In: Proceedings of the 2nd International Workshop on Characterization and Engineering Properties of Natural Soils. Singapore, London: Taylor & Francis, 2006, 4: 2289鈥?328.
  37. Robertson P K. CPT-DMT correlations. Journal of Geotechnical and Geoenvironmental Engineering, 2009, 135(11): 1762鈥?771 CrossRef
  38. Boylan N, Randolph M F, Low H E. Enahncement of the ball penetrometer test with pore pressure measurements. ISFOG 2010, Perth, Western Australia, 2010
  39. Amoroso S. G-螕 decay curves by seismic dilatometer (SDMT). Dissertation for the Doctoral Degree, L鈥橝quila: University of L鈥橝quila, 2011
  40. Schneider J A, Fahey M, Lehane B M. Characterization of an unsaturated sand deposit by in situ testing. In: Proceedings of the 3rd International Conference on Site Characterization-ISC鈥?. 2008, 633鈥?38
  41. Lehane B M, Fahey M. (2004). Using SCPT and DMT data for settlement prediction in sand. In: Viana da Fonseca A, Mayne P W, eds. Ge-otechnical and Geophysical Site Characterization, Proceedings of the 2nd International Conference on Site Characterization. Porto, Rotterdam: Millpress, 2004, 2: 1673鈥?679
  42. Fahey M, Schneider J A, Lehane B M. Self-boring pressuremeter testing in Spearwood dune sands. Australian Geomechanics J, 2007, 42(4): 57鈥?1
  43. Lehane B M, Mathew G, Stewart D. A laboratory investigation of the upper horizons of the Perth/Guildford formation in Perth CBD. Australian Geomechanics Journal, 2007, 42(3): 87鈥?00
  44. Fahey M, Lehane B M, Stewart D. Soil stiffness for shallow foundation design in the Perth CBD. Australian Geomechanics J, 2003, 38(3): 61鈥?0
  
• 作者单位：Amoroso Sara (1)
  
  1. Department of Seismology and Tectonophysics, Istituto Nazionale di Geofisica e Vulcanologia, L鈥橝quila, 67100, Italy
  
• ISSN：1673-7512

文摘

The paper examines the correlations to obtain rough estimates of the shear wave velocity V S from non-seismic dilatometer tests (DMT) and cone penetration tests (CPT). While the direct measurement of V S is obviously preferable, these correlations may turn out useful in various circumstances. The experimental results at six international research sites suggest that the DMT predictions of V S from the parameters I D (material index), K D (horizontal stress index), M DMT (constrained modulus) are more reliable and consistent than the CPT predictions from q c (cone resistance), presumably because of the availability, by DMT, of the stress history index K D.