Cone penetration testing : methods and interpretation /

Cone Penetration Testing: Methods and Interpretation discusses the history, applications, and development of the cone penetration test procedures and related test procedures. The book is divided into two parts. Part 1 deals with the cone penetration test proper - its general and historical outline,...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor principal: Meigh, A. C.
Autor Corporativo: Construction Industry Research and Information Association
Formato: Electrónico eBook
Idioma:Inglés
Publicado: London : Construction Industry Research and Information Association : Butterworths, 1987.
Colección:CIRIA ground engineering report. In-situ testing.
Temas:
Soil penetration test.
TECHNOLOGY & ENGINEERING > Civil > General.
Acceso en línea:Texto completo

MARC

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019 |a 895435683 
020 |a 9781483102269  |q (electronic bk.) 
020 |a 1483102262  |q (electronic bk.) 
020 |z 0408024461 
020 |z 9780408024464 
035 |a (OCoLC)881847637  |z (OCoLC)895435683 
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082 0 4 |a 624.1/5136/0287  |2 22 
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100 1 |a Meigh, A. C. 
245 1 0 |a Cone penetration testing :  |b methods and interpretation /  |c A.C. Meigh. 
264 1 |a London :  |b Construction Industry Research and Information Association :  |b Butterworths,  |c 1987. 
300 |a 1 online resource (xiii, 141 pages) :  |b illustrations 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
490 1 |a CIRIA ground engineering report. In-situ testing 
504 |a Includes bibliographical references (pages 108-115) and index. 
588 0 |a Print version record. 
505 0 |a Front Cover; Cone Penetration Testing: Methods and Interpretation; Copyright Page; Table of Contents; Introduction; Notation; Glossary; Part 1: The cone penetration test; Chapter 1. General; 1.1 Historical outline; 1.2 The role of the CPT; 1.3 Standardisation; Chapter 2. Equipment; 2.1 CPT apparatus; 2.2 Penetrometer tips; 2.3 Overwater penetrometers; Chapter 3. Procedure; 3.1 Extent of investigation; 3.2 Operation of equipment; 3.3 Recording results; 3.4 Accuracy and calibration; Chapter 4. Use of CPT results; 4.1 General; 4.2 Profiling and identification of soils. 
505 8 |a Chapter 5. Parameters in cohesionless soils5.1 General; 5.2 Relative density; 5.3 Strength; 5.4 Deformability; 5.5 CPT and SPT; 5.6 Synopsis; Chapter 6. Parameters in cohesive soils; 6.1 General; 6.2 Undrained shear strength of NC clays; 6.3 Undrained shear strength of OC clays; 6.4 Deformability; 6.5 Synopsis; Chapter 7. Parameters in other materials; 7.1 Calcareous soils; 7.2 Chalk; 7.3 Made ground, including tailings; Chapter 8. Spread footings; 8.1 Footings and rafts on sand; 8.2 Footings and rafts on clay; 8.3 Synopsis; Chapter 9. Piles; 9.1 Driven piles in sand, bearing capacity. 
505 8 |a 9.2 Non-displacement piles in sand9.3 Settlement of piles in sand; 9.4 Piles in clay; 9.5 Piles in calcarous soils; 9.6 Synopsis; Chapter 10. Other applications; 10.1 Control of compaction and ground improvement; 10.2 Liquefaction potential; Part 2: The Piezocone; Chapter 11. Piezocones and their use; 11.1 Historical outline; 11.2 Role of the piezocone; 11.3 Equipment of the piezocone (CPTU); 11.4 De-airing; 11.5 Profiling and identification with the piezocone; 11.6 Equilibrium pore pressures; Chapter 12. Soil parameters from the piezocone; 12.1 General; 12.2 Shear strength. 
505 8 |a 12.3 Hydraulic parameters12.4 Synopsis; References; Appendices; Appendix A: European manufacturers of CPT equipment; Appendix B: Combined techniques and push-in devices ; Appendix C: Specification check list; Appendix D: Recommended Standard for the cone penetration test; Index. 
520 |a Cone Penetration Testing: Methods and Interpretation discusses the history, applications, and development of the cone penetration test procedures and related test procedures. The book is divided into two parts. Part 1 deals with the cone penetration test proper - its general and historical outline, equipment and their accuracy and calibration, the use of the test results, and its parameters in different kinds of soils and materials. Part 2 covers the role and use of piezocones and its use for the assessment of soil. The text is recommended for engineers and geologists who would like to know m. 
650 0 |a Soil penetration test. 
650 7 |a TECHNOLOGY & ENGINEERING  |x Civil  |x General.  |2 bisacsh 
650 7 |a Soil penetration test.  |2 fast  |0 (OCoLC)fst01124519 
710 2 |a Construction Industry Research and Information Association. 
776 0 8 |i Print version:  |a Meigh, A.C.  |t Cone penetration testing  |z 0408024461  |w (DLC) 87018283  |w (OCoLC)16227122 
830 0 |a CIRIA ground engineering report.  |p In-situ testing. 
856 4 0 |u https://sciencedirect.uam.elogim.com/science/book/9780408024464  |z Texto completo 

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