377
Views
10
CrossRef citations to date
0
Altmetric
Original Articles

Pore pressure generation in silty sands during cyclic loading

&
Pages 295-306 | Received 08 Apr 2007, Published online: 05 Dec 2007

References

  • Anderson , D. G. and Stokoe , K. H. II . . Shear modulus: A time dependent material property . Symposium on dynamic soil and rock testing . June , pp. 66 – 90 . Denver STP 654, ASTM
  • ASTM Designation: D 4253-2000 . Standard Test Methods for the Maximum Index Density and Unit Weight of Soils Using a Vibratory Table
  • ASTM Designation: D 4254-2000 . Standard Test Methods for the Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density
  • Baziar , M. H. and Dobry , R. 1995 . Residual strength and large deformation potential of loose silty sands . J. Geotech. Eng. ASCE , 121 ( 12 ) : 896 – 906 .
  • Dobry , R. 1985 . Liquefaction of soils during earthquakes, Committee on Earthquake Engineering, Commission on Engineering and Technical Systems, National Research Council , Washington, DC : National Academy Press .
  • Dobry , R. and Ladd , R. 1980 . Discussion of soil liquefaction and cyclic mobility evaluation for level ground during earthquakes, by H.B. Seed., Liquefaction potential: science versus practice, by R.B. Peck . J. Geotech. Eng., ASCE , 106 ( 6 ) : 720 – 724 .
  • Dobry , R. , Ladd , R. S. , Chang , R. M. and Powell , D. 1982 . “ Prediction of pore water pressure build-up and liquefaction of sands during earthquakes by the cyclic strain method ” . In NBS Building Science Series 138 1 – 150 . Washington, DC
  • Drnevich , V. P. and Richart , F. E. Jr. 1970 . Dynamic pre-straining of dry sand . J. Soil Mech. . Foundations Div. ASCE , 98 ( 6 ) : 603 – 624 .
  • Hardin , B. O. and Drnevich , V. P. 1972 . Shear modulus and damping in soils: measurement and parameter effects . J. Soil Mech. Foundations Div. ASCE , 96 ( 2 ) : 453 – 469 .
  • Ishihara , K. 1993 . Liquefaction and flow failure during earthquakes . Geotechnique , 43 ( 3 ) : 351 – 415 .
  • Iwasaki , T. 1970 . Soil liquefaction studies in Japan: State–of–the-art . Soil Dynamics Earthquake Eng. , 5 ( 1 ) : 1 – 68 .
  • Ladd , R. S. , Dobry , R. , Dutko , P. , Yokel , F. Y. and Chung , R. M. 1989 . Pore water pressure build-up in clean sands because of cyclic straining . Geotech. Testing J., GTJODJ , 12 ( 1 ) : 77 – 86 .
  • Lade , P. V. and Yamamuro , J. A. 1997 . Effects of nonplastic fines on static liquefaction of sands . Canad. Geotech. J. , 34 : 918 – 928 .
  • Lee , K. L. and Albaisa , A. 1974 . Earthquake induced settlements in saturated sands . J. Geotech. Eng. Div., ASCE , 100 ( 4 ) : 387 – 406 .
  • Oda , M. , Koishikawa , I. and Higuchi , T. 1978 . Experimental study of anisotropic shear strength of sand by plane strain test . Soils Foundations , 18 ( 1 ) : 24 – 38 .
  • Pyke , R. M. , Chan , C. K. and Seed , H. B. 1974 . “ Settlement and liquefaction of sands under multi-directional shaking ” . In Report No. EERC 74–2, Earthquake Engineering Research Center , Berkeley : University of California .
  • Seed , H. B. and Idriss , I. M. 1971 . Simplified procedure for evaluating soil liquefaction potential . J. Soil Mech. Foundations Div., ASCE , 97 ( 9 ) : 1249 – 1274 .
  • Silver , M. L. and Seed , H. B. 1971 . Volume changes in sands during cyclic loading . J.Soil Mech. Foundations Div., ASCE , 97 ( 9 ) Proc. paper 1171.
  • Srivastav , S. K. . Bhuj earthquake of 26th January, 2001 - Some pertinent questions . Abstracts of Int. Conf. on Seismic Hazard with particular reference to Bhuj Earthquake of January 26, 2001 . October 3–5 , New Delhi, India. pp. 3 – 5 .
  • Sukhija , B. S. , Rao , M. N. , Reddy , D. V. , Nagabhushanam , P. , Hussain , S. , Chadha , R. K. and Gupta , H. K. 1999 . Paleoliquefaction evidence and periodicity of large prehistoric earthquakes in Shillong Plateau, India . Earth Planetary Sci. Lett. , 167 : 269 – 282 .
  • Talaganov , K. V. 1996 . Stress-strain transformations and liquefaction of sands . Soil Dynamics Earthquake Eng. , 15 : 411 – 418 .
  • Tatsuoka , F. , Ochi , K. , Fujii , S. and Okamoto , M. 1986 . Cyclic undrained triaxial and torsional shear strength of sands for different sample preparation methods . Soils Foundations , 26 ( 3 ) : 23 – 41 .
  • Vaid , Y. P. , Sivathayalan , S. and Stedman , D. 1999 . Influence of specimen-reconstituting method on the undrained response of sand . Geotech. Testing J. ASTM , 22 ( 3 ) : 187 – 195 .
  • Wood , F. M. and Yamamuro , J. A. . The effect of depositional method on the liquefaction behavior of silty sands . Proc. 13th Engineering Mechanics Conference . Reston, VA : ASCE . (on CD-ROM)
  • Yamamuro , J. A. and Wood , F. M. 2004 . Effect of depositional method on the undrained behavior and microstructure of sand with silt . Soil Dynamics Earthquake Eng. , 24 ( 9–10 ) : 751 – 760 .
  • Yamamuro , J. A. and Covert , K. M. 2001 . Monotonic and cyclic liquefaction of very loose silty sands with high silt content . J. Geotech. Geoenvironmental Eng. , 127 ( 4 ) : 314 – 324 .
  • Yamamuro , J. A. and Lade , P. V. 1997 . Static liquefaction of very loose sands . Canad. Geotech. J. , 34 : 905 – 917 .
  • Yang , Z. and Elgama , A. 2002 . Influence of permeability on liquefaction-induced shear deformation . J. Eng. Mech. , 128 ( 7 ) : 720 – 729 .
  • Zlatovic , S. and Ishihara , K. 1997 . Normalized behaviour of very loose non-plastic soils: effects of fabric . Soils Foundations , 37 ( 4 ) : 47 – 56 .

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.