Access the full text.
Sign up today, get DeepDyve free for 14 days.
P. Robertson, K. Cabal (2010)
Guide to Cone Penetration Testing for Geotechnical Engineering
(1992)
Seismic techniques to evaluate liquefaction potential
澁谷 啓 (1996)
CORRELATIONS BETWEEN SHEAR WAVE VELOCITY AND CONE TIP RESISTANCE IN NATURAL CLAYS, 36
M. Long, S. Donohue (2010)
Characterization of Norwegian marine clays with combined shear wave velocity and piezocone cone penetration test (CPTU) dataCanadian Geotechnical Journal, 47
F. Schnaid (2008)
In Situ Testing in Geomechanics: The Main Tests
Daniel Millet (2011)
River erosion, landslides and slope development in Göta River: A study based on bathymetric data and general limit equilibrium slope stability analysis
G. Cai, A. Puppala, Song-yu Liu (2014)
Characterization on the correlation between shear wave velocity and piezocone tip resistance of Jiangsu claysEngineering Geology, 171
Mehmet Tumay, R. Boggess, Y. Acar (1981)
Subsurface Investigations with Piezo-Cone Penetrometer
B. Hardin (1978)
THE NATURE OF STRESS-STRAIN BEHAVIOR FOR SOILS
F Klingberg (2010)
Bottenförhållanden i Göta Älv: SGU-rapport 2010: 7
(2010)
Bottenförhållanden i Göta Älv: SGU-rapport
A. Jaime, M. Romo (1988)
The Mexico Earthquake of September 19, 1985—Correlations between Dynamic and Static Properties of Mexico City ClayEarthquake Spectra, 4
P. Robertson (2009)
Interpretation of cone penetration tests — a unified approachCanadian Geotechnical Journal, 46
P. Robertson, R. Campanella, D. Gillespie, A. Rice (1986)
Seismic Cpt to Measure in Situ Shear Wave VelocityJournal of Geotechnical Engineering, 112
A. Shahri, S. Larsson, F. Johansson (2015)
CPT-SPT correlations using artificial neural network approach : A Case Study in SwedenThe electronic journal of geotechnical engineering, 20
P. Simonini, S. Cola (2000)
USE OF PIEZOCONE TO PREDICT MAXIMUM STIFFNESS OF VENETIAN SOILS. TECHNICAL NOTEJournal of Geotechnical and Geoenvironmental Engineering, 126
T. Ku, P. Mayne, E. Cargill (2013)
Continuous-interval shear wave velocity profiling by auto-source and seismic piezocone testsElements
R. Andrus, N. Mohanan, Paramananthan Piratheepan, B. Ellis, T. Holzer (2007)
PREDICTING SHEAR-WAVE VELOCITY FROM CONE PENETRATION RESISTANCE
J. Powell, T. Lunne (2005)
Use of CPTU data in clays/fine grained soilsStudia Geotechnica et Mechanica, 27
H. Pincus, P. Mayne, G. Rix (1993)
Gmax-qc Relationships for ClaysGeotechnical Testing Journal, 16
(1983)
Correlations of in situ measurements in sands of shear wave velocity
Sanshiro Suzuki, K. Asano (2000)
Simulation of near source ground motion and its characteristicsSoil Dynamics and Earthquake Engineering, 20
F Klingberg, T Påsse, J Levander (2006)
K43: Bottenförhållanden och geologisk utveckling i Göta älv
R. Andrus, K. Stokoe, C. Juang (2004)
Guide for Shear-Wave-Based Liquefaction Potential EvaluationEarthquake Spectra, 20
P. Mayne (2006)
In-Situ Test Calibrations for Evaluating Soil Parameters
G. Lindskog (1983)
Brief report of the investigation of the slope stability along the river in Göta River Valley
A. Shahri, A. Malehmir, C. Juhlin (2015)
Soil classification analysis based on piezocone penetration test data - A case study from a quick-clay landslide site in southwestern SwedenEngineering Geology, 189
M. Hussien, M. Karray (2016)
Shear wave velocity as a geotechnical parameter: an overviewCanadian Geotechnical Journal, 53
P. Mayne (2007)
Cone Penetration TestingNCHRP Synthesis of Highway Practice
R. Campanella, W. Stewart (1992)
Seismic cone analysis using digital signal processing for dynamic site characterizationCanadian Geotechnical Journal, 29
R. Campanella, P. Robertson, D. Gillespie (1986)
Seismic Cone Penetration Test
(2007)
Cone penetration testing state-of-practice
J. Schneider, A. McGillivray, P. Mayne (2004)
Evaluation of SCPTU intra-correlations at sand sites in the lower Mississippi River Valley, USA
F Schnaid (2009)
In situ testing in geomechanics
(2012)
Guidelines for estimation of shear wave velocity profiles
T. Lunne, P. Robertson, J. Powell (1997)
Cone-penetration testing in geotechnical practiceSoil Mechanics and Foundation Engineering, 46
S. Bartlett, Hap Lee (2004)
Estimation of Compression Properties of Clayey Soils, Salt Lake Valley, Utah
P. Mayne, G. Rix (1995)
CORRELATIONS BETWEEN SHEAR WAVE VELOCITY AND CONE TIP RESISTANCE IN NATURAL CLAYSSoils and Foundations, 35
P Simonini, S Cola (2000)
Use of piezocone to predict maximum stiffness of Venetian soilsJ Geotech Geoenviron, 126
C. Wride, P. Robertson, K. Biggar, R. Campanella, B. Hofmann, J. Hughes, A. Küpper, D. Woeller (2000)
Interpretation of in situ test results from the CANLEX sitesCanadian Geotechnical Journal, 37
(2015)
2015a) CPT-SPT correlations using artificial neural network approach-A case study in Sweden
PK Robertson (2012)
Discussion of influence of particle size on the correlation between shear wave velocity and cone tip resistanceCan Geotech J, 49
M. Cha, G. Cho (2007)
Shear strength estimation of sandy soils using shear wave velocityGeotechnical Testing Journal, 30
Y. Hegazy, P. Mayne (2006)
A Global Statistical Correlation between Shear Wave Velocity and Cone Penetration Data
K. RobertsonPeter (2012)
Discussion of “Influence of particle size on the correlation between shear wave velocity and cone tip resistance”1Appears in the Canadian Geotechnical Journal, 48(4): 599–615 [doi: 10.1139/t10-092].Canadian Geotechnical Journal, 49
M. Karray, G. Lefebvre, Yannic Ethier, A. Bigras (2011)
Influence of particle size on the correlation between shear wave velocity and cone tip resistanceCanadian Geotechnical Journal, 48
P. Mayne (2000)
ENHANCED GEOTECHNICAL SITE CHARACTERIZATION BY SEISMIC PIEZOCONE PENETRATION TESTS
Abbas Shahri, Katayoun Behzadafshar, Roshanak Rajablou (2013)
Verification of a new method for evaluation of liquefaction potential analysisArabian Journal of Geosciences, 6
A. Malehmir, M. Saleem, M. Bastani (2013)
High-resolution reflection seismic investigations of quick-clay and associated formations at a landslide scar in southwest SwedenJournal of Applied Geophysics, 92
J. Cunning, P. Robertson, D. Sego (1995)
Shear wave velocity to evaluate in situ state of cohesionless soilsCanadian Geotechnical Journal, 32
(2016)
Proceedings of international symposium on cone penetration testing, CPT’95, Linkoping, Sweden, vol 2, pp 173–178 Fig
C. Fear, P. Robertson (1995)
Estimating the undrained strength of sand: a theoretical frameworkCanadian Geotechnical Journal, 32
Shear wave velocity (V S) is an important geotechnical characteristic for determining dynamic soil properties. When no direct measurements are available, V S can be estimated based on correlations with common in situ tests, such as the piezocone penetration test (CPTu). In the current paper, three modified equations to predict the V S of soft clays based on a comprehensive provided CPTu database and related geotechnical parameters for southwest of Sweden were presented. The performance of the obtained relations were examined and investigated by several statistical criteria as well as graph analyses. The best performance was observed by implementing of corrected cone tip resistance (q t) and pore pressure ratio (B q) which directly can be found from CPTu data. The introduced modifications were developed and validated for available soft clays of the studied area in southwest of Sweden, and thus, their applicability for proper prediction in other areas with different characteristics should be controlled. However, the used method as a suitable tool can be employed to investigate.
Innovative Infrastructure Solutions – Springer Journals
Published: Jun 22, 2016
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.