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Showing 1 to 20 of 30 for “"Cone penetration test"”.

  1. Compressibility-based interpretation of cone penetration test data

    Submission original under an indefinite embargo labeled 'Open Access'. The submission was exported from vireo on 2025-03-28 without embargo terms

    uiuc Repository record for Compressibility-based interpretation of cone penetration test data (opens in a new tab)

  2. Interpretation of cone penetration test data for underconsolidated clay

    In this study, cone penetration test data is correlated to vane shear and triaxial undrained shear strength test data for a saturated and underconsolidated marine clay. It is shown that cone penetration test data not corrected for pore pressures underestimates undrained shear strength. …

    unlv Repository record for Interpretation of cone penetration test data for underconsolidated clay (opens in a new tab)

  3. Dynamic analysis of dynamic cone penetration test for subgrade compaction assessment

    … weight obtained from a laboratory compaction test. Most DOTs typically require that the in-place dry unit weight for compacted soil be over 95% of the laboratory maximum dry unit weight obtained from Standard Proctor compaction test results. Nuclear gauges may be used to determine the in-place …

    purdue-thes Repository record for Dynamic analysis of dynamic cone penetration test for subgrade compaction assessment (opens in a new tab)

  4. Dynamic analysis of dynamic cone penetration test for subgrade compaction assessment

    … weight obtained from a laboratory compaction test. Most DOTs typically require that the in-place dry unit weight for compacted soil be over 95% of the laboratory maximum dry unit weight obtained from Standard Proctor compaction test results. Nuclear gauges may be used to determine the in-place …

    purdue-thes Repository record for Dynamic analysis of dynamic cone penetration test for subgrade compaction assessment (opens in a new tab)

  5. Evaluation of liquefaction potential of silty sand based on Cone Penetration Test

    … developing a rational basis for the use of the Cone Penetration Test (CPT) to predict Iiquefaction resistance in these materials. The study is primarily experimental, relying on laboratory and field testing and the use of a unique, large scale calibration chamber. The calibration chamber allows …

    vt Repository record for Evaluation of liquefaction potential of silty sand based on Cone Penetration Test (opens in a new tab)

  6. Influence of penetration force in clay soils due to speed rate effect

    This research discusses the effects of penetration rate on the penetration resistance in clayey soils for five different speeds of penetrations. In order to install the pile through hydraulic system, it is crucial to understand the required penetration force needed to do the job. Generally, the …

    uthm Repository record for Influence of penetration force in clay soils due to speed rate effect (opens in a new tab)

  7. Location Of Sinkhole Confining Breach Using Groundwater Flow Patterns Derived From Cone Penetration Testing

    … sinkholes that have occurred in the area. Use of Cone Penetration Test (CPT) soundings, in conjunction with conventional soil borings are becoming more common in the assessment of subsurface soil conditions in the vicinity of sinkhole-related ground surface. The penetration resistance data by CPT …

    ucf

  8. Contribuição ao cálculo de recalques de estacas

    … soil shear modulus and the point resistance of cone penetration test are proposed and checked by means of a great number of pile load tests.

    brazil-uerj Repository record for Contribuição ao cálculo de recalques de estacas (opens in a new tab)

  9. The Residual Strength of Liquefied Soil

    … (i.e., Sr/σ’vo) as a function of normalized cone penetration test tip resistance whereas Kramer and Wang (2015) showed that Sr does not scale linearly with σ’vo. Hence, the objective of this study is to develop a more mechanistic understanding of the residual shear strength of liquefied soils …

    vt Repository record for The Residual Strength of Liquefied Soil (opens in a new tab)

  10. Review of CPT based design methods for estimating axial capacity of driven piles in siliceous sand

    The Cone Penetration Test has been used for more than 30 years for soil exploration purposes. Its similarities in mode of installation with driven piles provides the potential of linking key variables of pile design and performance, such as base resistance and shaft friction, to measured cone tip …

    mit Repository record for Review of CPT based design methods for estimating axial capacity of driven piles in siliceous sand (opens in a new tab)

  11. Load and resistance factor design of drilled shafts in shale using SPT and TCP measurements

    … notoriously difficult to effectively sample and test, which poses practical problems for those tasked with designing drilled shafts in such materials. The difficulty in sampling shale has lead geotechnical engineers to consider in-situ tests, such as the Standard Penetration Test (SPT) and the …

    missouri Repository record for Load and resistance factor design of drilled shafts in shale using SPT and TCP measurements (opens in a new tab)

  12. Pore-water pressure accumulation under dynamic loadings

    … Results of laboratory triaxial compression tests, drained, undrained, and cyclic direct simple shear tests on loose sandy tailings were used to calibrate the soil constitutive model under low applied vertical stress conditions. The seismically induced pore-water pressures calculated from the …

    uiuc Repository record for Pore-water pressure accumulation under dynamic loadings (opens in a new tab)

  13. Ensaios contínuos de penetração de cone na argila cinza mole do Rio de Janeiro

    … Department). A brief description is made of the Cone Penetration Test, the various types of conical tips used around the world, the applications of the test and the way its results can be analysed, providing geotechnical parameters of cohesive soils for design criteria. Following chapters deal …

    brazil-uerj Repository record for Ensaios contínuos de penetração de cone na argila cinza mole do Rio de Janeiro (opens in a new tab)

  14. Insights into the Liquefaction Hazards in Napier and Hastings Based on the Assessment of Data from the 1931 Hawke's Bay, New Zealand, Earthquake

    … from the 1931 event. Towards this end, the Cone Penetration Test (CPT)-based liquefaction triggering evaluations are used in liquefaction vulnerability assessment frameworks. It was found that liquefaction hazard in Napier is greater than Hastings. Additionally, Liquefaction Potential Index …

    vt Repository record for Insights into the Liquefaction Hazards in Napier and Hastings Based on the Assessment of Data from the 1931 Hawke's Bay, New Zealand, Earthquake (opens in a new tab)

  15. Post processing of cone penetration data for assessing seismic ground hazards, with application to the New Madrid seismic zone

    The seismic cone penetration test (SCPTu) is the most efficient means for geotechnical site characterization and the evaluation of seismic ground hazards. In this thesis, software systems including ShearPro, ClusterPro, and InSituData, are developed to automate post processing of these SCPTu data. …

    gatech Repository record for Post processing of cone penetration data for assessing seismic ground hazards, with application to the New Madrid seismic zone (opens in a new tab)

  16. Numerical simulation and field verification of inclined piezocone penetration test in cohesive soils

    … effect of soil anisotropy on the inclined piezocone penetration test in normally consolidated cohesive soils. The piezocone penetration is numerically simulated using the commercial finite element code ABAQUS. The saturated clay is modeled as a two-phase material and the effective stress …

    lsu-thes Repository record for Numerical simulation and field verification of inclined piezocone penetration test in cohesive soils (opens in a new tab)

  17. A Predictive Modeling Approach for Assessing Seismic Soil Liquefaction Potential Using CPT Data

    … liquefaction model, using the existing worldwide cone penetration test liquefaction database. Our study implements a logistic regression within a Bayesian measurement error framework to incorporate uncertainty in predictor variables and allow for a probabilistic interpretation of model parameters. …

    calpoly Repository record for A Predictive Modeling Approach for Assessing Seismic Soil Liquefaction Potential Using CPT Data (opens in a new tab)

  18. Improving CPT-Based Earthquake Liquefaction Hazard Assessment at Challenging Soil Sites

    … is correlated with metrics computed from in-situ tests like the Cone Penetration Test (CPT). While CPT-based procedures have been shown to accurately predict liquefaction occurrence in homogenous, sandy soil profiles, they tend to over-predict the occurrence of liquefaction in challenging, highly …

    vt Repository record for Improving CPT-Based Earthquake Liquefaction Hazard Assessment at Challenging Soil Sites (opens in a new tab)

  19. Movements of footings and retaining walls

    … Eleven of the methods are based on Standard Penetration Test Results, while Schmertmann’s method is based on Cone Penetration Test Results. The study showed that methods which are more accurate tend to underestimate settlements about half of the time; while those which are more reliable (in …

    vt Repository record for Movements of footings and retaining walls (opens in a new tab)

  20. The use of CPT for calculating axial capacity of drilled shafts

    … shafts rely heavily on static methods. The cone penetration test is a simple, fast, and economical test that provides a continuous measurement of in-situ soil resistance with depth. The objectives of this thesis are (1) to evaluate the cone penetrometer as an alternative for calculating …

    uiuc Repository record for The use of CPT for calculating axial capacity of drilled shafts (opens in a new tab)

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