The Penetrometer and Soil Exploration

G. Sanglerat

• Publisher: Elsevier Science
• Year: 2012
• Print ISBN:
  9780444409768
• eBook ISBN:
  9780444599360
• Topic: Technology & Engineering
• Subtopic: Agronomy
• Index: Technology & Engineering

The Penetrometer and Soil Exploration: Interpretation of Penetration Diagrams—Theory presents the many uses of the penetrometer for investigating soil conditions. Testing methods include the following: (1) in situ load tests on full-scale foundations; (2) laboratory testing of undisturbed samples, and (3) in situ testing of soils. The book regards the advantages of using the penetrometer as a handy tool in drilling and sampling. The text emphasizes that the investigator should never rely entirely on the analogy or the extrapolation of information pertaining to a nearby site. The text describes the different shapes of the penetrometer diagrams obtained from tests in homogeneous cohesionless soil, as well as the significance of the embedment of a pile into the bearing stratum for deep foundation designs. The paper discusses the De Beer theory, Kerisel's theory, and the theory developed at the Delft Laboratory of Soil Mechanics. The laboratory determines the maximum soil pressure and the corresponding embedment of the pile. According to Professor L'Herminier, "the bearing capacity of a pile may be determined...from laboratory tests on soil samples, the other by extrapolating penetrometer data." The book is suitable for structural engineers, civil engineers, geologists, architects, and students of soil mechanics.

Table of contents

• Front Cover
• The Penetrometer and Soil Exploration: Interpretation of Penetration Diagrams–Theory and Practice
• Copyright Page
• Table of Contents
• Dedication
• Preface
• Introduction
• Notations
• Chapter 1. History of The Penetrometer
• Chapter 2. General theory
• Chapter 3. The De Beer theory for the interpretation of penetrometer test data
• Chapter 4. Kerise's theory
• Chapter 5. Dutch theories developed at the Delft Laboratory
• Chapter 6. Static penetrometers in the U.S.A. and Canada
• Chapter 7. Side friction and skin friction
• Chapter 8. The dynamic penetrometer
• Chapter 9. The Standard Penetration Test and the static penetrometer
• Chapter 10. Discussions
• Chapter 11. The static penetrometer and the prediction of settlements
• Chapter 12. Conclusions
• Appendix A: A.S.T.M. tentative standard method for deep quasi-static-cone penetration test
• Appendix B: L'Herminier's theory for the interpretation of penetration test data
• Appendix C: Bearing-capacity factors
• Appendix D: Curves of equal vertical stresses under a continuous footing and a square footing
• Bibliography