High Resolution Pressuremeters and Geotechnical Engineering
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High Resolution Pressuremeters and Geotechnical Engineering
The Measurement of Small Things
Hughes, John; Whittle, Robert
Taylor & Francis Ltd
12/2024
326
Mole
9781032060958
Pré-lançamento - envio 15 a 20 dias após a sua edição
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1. Introduction 2. Determining Modulus 3. Analyses for In Situ Lateral Stress 4. Analyses for Undrained Shear Strength 5. Analyses for Drained Strength 6. Hydraulic Conductivity and Consolidation 7. Interpretation of Tests in Rock 8. Miscellaneous Experiments with Pressuremeters 9. Epilogue Appendix A. Analytical Basis of the Pressuremeter Test Appendix B. Technique, Equipment, Procedure Appendix C. Calibrating Cambridge Pressuremeters Appendix D. Comparing the Strain Distribution Around
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CPT;Cone penetration testing;Menard;Lab testing;Soil testing;Centrifuge;Physical modelling in geotechnics;Ground investigation;Site investigation;Cavity Strain;Pressuremeter Testing;Reload Cycles;Cavity Expansion;Self-bored Pressuremeter;Pore Water Pressure;Self-bored Pressuremeter Test;Shear Strain;Gault Clay;Radial Stress;Undrained Shear Strength;Circumferential Stress;Field Curve;Linear Elastic;Excess Pore Water Pressure;Secant Shear Modulus;Non-linearity Factor;SCK Cen;Perfectly Plastic;Drill String;Non-linear Elastic;Pore Pressure;Hydraulic Conductivity;Constant Volume Friction Angle
1. Introduction 2. Determining Modulus 3. Analyses for In Situ Lateral Stress 4. Analyses for Undrained Shear Strength 5. Analyses for Drained Strength 6. Hydraulic Conductivity and Consolidation 7. Interpretation of Tests in Rock 8. Miscellaneous Experiments with Pressuremeters 9. Epilogue Appendix A. Analytical Basis of the Pressuremeter Test Appendix B. Technique, Equipment, Procedure Appendix C. Calibrating Cambridge Pressuremeters Appendix D. Comparing the Strain Distribution Around
Este título pertence ao(s) assunto(s) indicados(s). Para ver outros títulos clique no assunto desejado.
CPT;Cone penetration testing;Menard;Lab testing;Soil testing;Centrifuge;Physical modelling in geotechnics;Ground investigation;Site investigation;Cavity Strain;Pressuremeter Testing;Reload Cycles;Cavity Expansion;Self-bored Pressuremeter;Pore Water Pressure;Self-bored Pressuremeter Test;Shear Strain;Gault Clay;Radial Stress;Undrained Shear Strength;Circumferential Stress;Field Curve;Linear Elastic;Excess Pore Water Pressure;Secant Shear Modulus;Non-linearity Factor;SCK Cen;Perfectly Plastic;Drill String;Non-linear Elastic;Pore Pressure;Hydraulic Conductivity;Constant Volume Friction Angle