TECHNICAL REFERENCESThe articles listed below are available in reprint and can be ordered through Gregg Drilling for a nominal fee. If you are interested in receiving any of these reprints, please send an e-mail to: kcabal@greggdrilling.com.
When requesting your article/s make certain to indicate the article number and title to ensure accurate processing of your request. |
| | GEOTECHNICAL REFERENCE LIST
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| 1) | Pile Bearing Capacity Prediction by Means of Static Penetrometer CPT
Bustamante, Gianeselli
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| 2) | SPT-CPT Correlations
Robertson, Campanella, Wightman
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| 3) | Seismic CPT to Measure In Situ Shear Wave Velocity
Robertson, Campanella, Gillespia, Rice
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| 4) | Use of In Situ Tests in Pile Design
Campanella, Robertson, Davies, Sy
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| 5) | Soil Classification Using the Cone Penetration Test
Robertson
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| 5a) | Soil Classification by the Cone Penetration Test: Discussion
Jefferies, Davies
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| 6) | Cone Penetration Testing in Stiff Soils Using a Downhole Cone Penetrometer
Treen, Robertson, Woeller
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| 7) | Use of CPTu to Estimate Equivalent SPT N60
Jefferies, Davies
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| 8) | Risk Based Site Characterization
Robertson
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| 9) | Evaluation of Field CPTU Dissipation Data in Overconsolidated Fine-Grained Soils
Sully, Campanella
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| 10) | Estimation of Sand Compressibility from Seismic CPT
Robertson, Fear, Woeller, Weemees
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| 11) | Liquefaction of Sands and its Evaluation
Robertson, Fear
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| 12) | Examples of CPTU Results in Various Soils
Lunne, et al
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| 13) | Simple Procedure for Evaluating the Seismic Liquefaction Resistance
Youd, Idriss, et al
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| 14) | Evaluating Cyclic Liquefaction Potential Using the Cone Penetration Test
Robertson, Wride
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| 15) | Monotonic and Dilatory Pore-pressure Decay During Piezocone Tests in Clay
Burns, Mayne
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| 16) | Estimating Coefficient of Consolidation from Piezocone Tests
Robertson, Sully, Woeller, et al
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| 17) | Interpretation of In Situ Test Results from the CANLEX Sites
Wride, Robertson, Biggar,Campanella, et al
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| 18) | Undrained Shear Strength of Clean Sands to Trigger Flow Liquefaction
Yoshimine, Robertson, Wride
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| 19) | Detection of Shear Zones in a Natural Clay Slope Using the Cone Penetration Test and Continuous Dynamic Sampling
Mahmoud, Woeller, Robertson
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| 20) | Estimating Liquefaction-induced Ground Settlements from CPT for Level Ground
Zhang, Robertson, Brachman
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| 21) | Estimating Liquefaction-Induced Lateral Displacements Using the Standard Penetration Test or Cone Penetration Test
Zhang, Robertson, Brachman
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| 22) | Evaluating Soil Liquefaction and Post-earthquake Deformations Using the CPT
Robertson
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| 23) | Site Characterization of Piedmont Residuum of North America
Mayne, Brown
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| 24) | A Critical-state Constitutive Model for Liquefiable Sand
Imam, Morgenstern, Robertson, Chan
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| 25) | Effect of Penetration Rate on Penetrometer Resistance in Clay
Chung, Randolph, Schneider
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| 26) | Index Properties-Based Criteria for Liquefaction Susceptibility of Clayey Soils: A Critical Assessment
Li, Juang, Andrus, Camp
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| 27) | The Flat Dilatometer Test (DMT) in Soil Investigations
Marchetti, Monaco, Totani, Calabrese
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| | ENVIRONMENTAL REFERENCE LIST
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| 1) | Environmental Site Characterization in the United States Using the Cone Penetrometer
Auxt, Wright
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| 2) | Geo-Environmental Applications of Penetration Testing
Lunne, et al |
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