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Averaging Effect on Elastic Wave Velocity in an Integrated Flow ModelALMUDH'HI, S. M; ALOMAIR, O.Petroleum science and technology. 2009, Vol 27, Num 10-12, pp 1286-1299, issn 1091-6466, 14 p.Article

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Impact of DEM source and resolution on topographic seismic amplificationSHAFIQUE, Muhammad; VAN DER MEIJDE, Mark; KERLE, Norman et al.International journal of applied earth observation and geoinformation. 2011, Vol 13, Num 3, pp 420-427, issn 1569-8432, 8 p.Article

Shear wave velocity of a compacted clayey siltCLARIA, Juan J; RINALDI, Victor A.ASTM geotechnical testing journal. 2007, Vol 30, Num 5, pp 399-408, issn 0149-6115, 10 p.Article

Shear Strength Estimation of Sandy Soils Using Shear Wave VelocityCHA, Minsu; CHO, Gye-Chun.ASTM geotechnical testing journal. 2007, Vol 30, Num 6, pp 484-495, issn 0149-6115, 12 p.Article

Post-Processing Continuous Shear Wave Signals Taken During Cone Penetrometer TestingKU, Taeseo; WEEMEES, Ilmar; CARGILL, Ethan et al.ASTM geotechnical testing journal. 2013, Vol 36, Num 4, pp 543-552, issn 0149-6115, 10 p.Conference Paper

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Soil-structure interaction effects on RC structures within a performance-based earthquake engineering frameworkMEKKI, M; ELACHACHI, S. M; BREYSSE, D et al.European journal of environmental and civil engineering. 2014, Vol 18, Num 7-8, pp 945-962, issn 1964-8189, 18 p.Article

Bender Elements and Bending Disks for Measurement of Shear and Compression Wave Velocities in Large Fully and Partially Saturated Sand SpecimensESELLER-BAYAT, E; GOKYER, S; YEGIAN, M. K et al.ASTM geotechnical testing journal. 2013, Vol 36, Num 2, pp 275-282, issn 0149-6115, 8 p.Article

Spatial Variability of the Depth of Weathered and Engineering Bedrock using Multichannel Analysis of Surface Wave MethodANBAZHAGAN, P; SITHARAM, T. G.Pure and applied geophysics (Printed ed.). 2009, Vol 166, Num 3, pp 409-428, issn 0033-4553, 20 p.Article

Comparison of In Situ and Laboratory Shear Wave Velocity Measurements in Compacted BackfillDAMM, J. C; LEWIS, M. R; STOKOE, K. H et al.ASTM geotechnical testing journal. 2013, Vol 36, Num 4, pp 515-523, issn 0149-6115, 9 p.Conference Paper

A new free-free resonant column device for measurement of G_max and D_min at higher confining stressesKALINSKI, M. E; THUMMALURU, M. S. R.ASTM geotechnical testing journal. 2005, Vol 28, Num 2, pp 180-187, issn 0149-6115, 8 p.Article

Measurement of G_max and estimation of K₀ of saturated clay using bender elements in an oedometerXIANGWU ZENG; GROLEWSKI, Bartlomiej.ASTM geotechnical testing journal. 2005, Vol 28, Num 3, pp 264-274, issn 0149-6115, 11 p.Article

Yield stress history evaluated from paired in-situ shear moduli of different modesKU, Taeseo; MAYNE, Paul W.Engineering geology. 2013, Vol 152, Num 1, pp 122-132, issn 0013-7952, 11 p.Article

Evaluation of shear wave velocity profile using SPT based uphole methodBANG, Eun-Seok; KIM, Dong-Soo.Soil dynamics and earthquake engineering (1984). 2007, Vol 27, Num 8, pp 741-758, issn 0267-7261, 18 p.Article

Liquefaction in silty soils-screening and remediation issuesTHEVANAYAGAM, S; MARTIN, G. R.Soil dynamics and earthquake engineering (1984). 2002, Vol 22, Num 9-12, pp 1035-1042, issn 0267-7261, 8 p.Conference Paper

Seismic site classification and site period mapping of Chennai City using geophysical and geotechnical dataUMA MAHESWARI, R; BOOMINATHAN, A; DODAGOUDAR, G. R et al.Journal of applied geophysics. 2010, Vol 72, Num 3, pp 152-168, issn 0926-9851, 17 p.Article

On using surface-source downhole-receiver logging to determine seismic slownessesBOORE, David M; THOMPSON, Eric M.Soil dynamics and earthquake engineering (1984). 2007, Vol 27, Num 11, pp 971-985, issn 0267-7261, 15 p.Article

Combined Time and Frequency Domain Approach to the Interpretation of Bender-Element Tests on SandSTYLER, Mark A; HOWIE, John A.ASTM geotechnical testing journal. 2013, Vol 36, Num 5, pp 649-659, issn 0149-6115, 11 p.Article

Seismic and Resistivity Measurements for Real-Time Monitoring of Microbially Induced Calcite Precipitation in SandWEIL, Matthew H; DEJONG, Jason T; MARTINEZ, Brian C et al.ASTM geotechnical testing journal. 2012, Vol 35, Num 2, pp 330-341, issn 0149-6115, 12 p.Article

A PROCEDURE TO CALIBRATE AND PERFORM THE BENDER ELEMENT TESTFERNANDO CAMACHO-TAUTA, Javier; JIMENEZ ALVAREZ, Juan David; JAVER REYES-ORTIZ, Oscar et al.Dyna (Medellín). 2012, Vol 176, pp 10-18, issn 0012-7353, 9 p.Article

RELATIONSHIP BETWEEN SHEAR WAVE VELOCITY AND STRESSES AT FAILURE FOR WEAKLY CEMENTED SANDS DURING DRAINED TRIAXIAL COMPRESSIONSHARMA, Ravi; BAXTER, Christopher; JANDER, Michael et al.Soils and foundations. 2011, Vol 51, Num 4, pp 761-771, issn 0038-0806, 11 p.Conference Paper

Laboratory Procedure to Obtain Well-Mixed Soil Binder Samples of Medium Stiff to Stiff Expansive Clayey Soil for Deep Soil Mixing SimulationBHADRIRAJU, Venkat; PUPPALA, Anand J; RAJA SEKHAR MADHYANNAPU et al.ASTM geotechnical testing journal. 2008, Vol 31, Num 3, pp 225-238, issn 0149-6115, 14 p.Article

System identification of landfill seismic responseELGAMAL, Ahmed; LAI, Tao; GUNTURI, Ramana et al.Journal of earthquake engineering. 2004, Vol 8, Num 4, pp 545-566, issn 1363-2469, 22 p.Article