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Soft clay engineering /
| Clasificación: | Libro Electrónico |
|---|---|
| Otros Autores: | , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Amsterdam ; New York : New York :
Elsevier Scientific Pub. Co. ; Distributors for the U.S. and Canada, Elsevier/North-Holland,
1981.
|
| Colección: | Developments in geotechnical engineering ;
v. 20. |
| Temas: | |
| Acceso en línea: | Texto completo Texto completo |
MARC
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| 245 | 0 | 0 | |a Soft clay engineering / |c edited by Edward William Brand and Rolf Peter Brenner. |
| 260 | |a Amsterdam ; |a New York : |b Elsevier Scientific Pub. Co. ; |a New York : |b Distributors for the U.S. and Canada, Elsevier/North-Holland, |c 1981. | ||
| 300 | |a 1 online resource (779 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 Developments in geotechnical engineering ; |v v. 20 | |
| 504 | |a Includes bibliographical references and index. | ||
| 506 | |3 Use copy |f Restrictions unspecified |5 MiAaHDL |2 star | ||
| 533 | |a Electronic reproduction. |b [Place of publication not identified] : |c HathiTrust Digital Library, |d 2010. |5 MiAaHDL | ||
| 538 | |a Master and use copy. Digital master created according to Benchmark for Faithful Digital Reproductions of Monographs and Serials, Version 1. Digital Library Federation, December 2002. |u http://purl.oclc.org/DLF/benchrepro0212 |5 MiAaHDL | ||
| 583 | 1 | |a digitized |c 2010 |h HathiTrust Digital Library |l committed to preserve |5 MiAaHDL |2 pda | |
| 588 | 0 | |a Print version record. | |
| 505 | 0 | |a Front Cover; Soft Clay Engineering; Copyright Page; Table of Contents; PREFACE; Chapter 1. HISTORY OF CIVIL ENGINEERING IN SOFT CLAY; 1.1 INTRODUCTION; 1.2 MAIN EVENTS AND CONTRIBUTIONS; 1.3 AREAS WITH SOFT CLAY; 1.4 BASIC PROPERTIES OF SOFT CLAY; 1.5 SITE INVESTIGATIONS; 1.6 BEARING CAPACITY; 1.7 STABILITY OF SLOPES; 1.8 PILES; 1.9 CONSTRUCTION METHODS; 1.10 STRENGTHENING OF SOFT CLAY; 1.11 CONCLUSIONS; ACKNOWLEDGEMENTS; REFERENCES; Chapter 2. ENGINEERING GEOLOGY OF SOFT CLAY; 2.1 INTRODUCTION; 2.2 FORMATION OF CLAYEY SEDIMENTS; 2.3 FACTORS WHICH AFFECT SEDIMENTATION | |
| 505 | 8 | |a 2.4 DEPOSITIONAL ENVIRONMENTS OF SOFT CLAYS2.5 SEA-LEVEL CHANGES AND ISOSTATIC UPLIFT; 2.6 FABRIC AND STRUCTURE OF CLAYEY SOILS; 2.7 GRAVITATIONAL COMPACTION; 2.8 AGING AND DELAYED COMPRESSION OF SEDIMENTS; 2.9 PHYSICAL AND CHEMICAL ALTERATIONS OF SOFT CLAY SEDIMENTS; 2.10 QUICK CLAYS; 2.11 CLASSIFICATION OF SOFT CLAYS; 2.12 CONCLUSIONS; REFERENCES; Chapter 3. EXPLORATION, SAMPLING AND IN-SITU TESTING OF SOFT CLAY; 3.1 INTRODUCTION; 3.2 SAMPLING; 3.3 VANE SHEAR TESTING; 3.4 PENETRATION TESTING; 3.5 OTHER STRENGTH TESTS; 3.6 MEASUREMENT OF STRESS-STRAIN CHARACTERISTICS | |
| 505 | 8 | |a 3.7 PERMEABILITY TESTING3.8 GEOPHYSICAL LOGGING; 3.9 STANDARDIZATION OF TEST METHODS; ACKNOWLEDGEMENTS; REFERENCES; Chapter 4. SHEAR STRESS-STRAIN PROPERTIES OF SOFT CLAY; 4.1 INTRODUCTION; 4.2 NATURAL STATE OF SOFT CLAYS; 4.3 COMPARISON OF OVERCONSOLIDATED CONDITIONS; 4.4 YIELD; 4.5 GENERAL IDEALIZED UNDRAINED BEHAVIOUR; 4.6 UNDRAINED SHEAR STRENGTH; 4.7 PORE PRESSURES IN SOFT GROUND UNDER SURFACE LOADING; 4.8 DEFORMATION ANALYSES; 4.9 CONCLUSIONS; ACKNOWLEDGEMENTS; REFERENCES; Chapter 5. MODERN TECHNIQUES FOR THE ANALYSIS OF ENGINEERING PROBLEMS IN SOFT CLAY; 5.1 INTRODUCTION | |
| 505 | 8 | |a 5.2 BEARING CAPACITY OF SHALLOW FOUNDATIONS5.3 SETTLEMENT OF SHALLOW FOUNDATIONS; 5.4 RAT�E OF SETTLEMENT OF STRUCTURES; 5.5 AXIAL LOAD CAPACITY OF PILE FOUNDATIONS; 5.6 SETTLEMENT OF PILE FOUNDATIONS; 5.7 LATERAL LOAD CAPACITY OF PILE FOUNDATIONS; 5.8 LATERAL DEFLECTION OF PILE FOUNDATIONS; 5.9 STABILITY OF EMBANKMENTS AND EXCAVATIONS; 5.10 EMBANKMENT DEFORMATIONS; 5.11 EXCAVATION BRACING; 5.12 PERMANENT RETAINING STRUCTURES; 5.13 REGIONAL SETTLEMENTS; 5.14 CONCLUSIONS; REFERENCES; Chapter 6. FOUNDATIONS ON SOFT CLAY; 6.1 INTRODUCTION; 6.2 PILES; 6.3 RAFT FOUNDATIONS; REFERENCES | |
| 505 | 8 | |a Chapter 7. CONSOLIDATION AND SETTLEMENT OF SOFT CLAY7.1 INTRODUCTION; 7.2 COMPONENTS OF SETTLEMENT; 7.3 METHODS OF ESTIMATING THE MAGNITUDE OF SETTLEMENT; 7.4 METHODS FOR PREDICTING RATE OF ONE-DIMENSIONAL CONSOLIDATION SETTLEMENT; 7.5 METHODS OF PREDICTING TWO- AND THREE-DIMENSIONAL CONSOLIDATION SETTLEMENTS; 7.6 DETERMINATION OF SOIL PARAMETERS FOR SETTLEMENT ANALYSES; CONCLUSIONS; REFERENCES; Chapter 8. DESIGN AND PERFORMANCE OF EXCAVATIONS AND TUNNELS IN SOFT CLAY; 8.1 INTRODUCTION; 8.2 DEFINITIONS OF INDICES TO SOFT CLAY BEHAVIOUR FOR EXCAVATIONS AND TUNNELS; 8.3 EXCAVATIONS IN SOFT CLAY | |
| 650 | 0 | |a Engineering geology. | |
| 650 | 0 | |a Clay. | |
| 650 | 6 | |a G�eologie appliqu�ee. |0 (CaQQLa)201-0009520 | |
| 650 | 6 | |a Argile. |0 (CaQQLa)201-0012150 | |
| 650 | 7 | |a clay. |2 aat |0 (CStmoGRI)aat300010439 | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Civil |x General. |2 bisacsh | |
| 650 | 7 | |a Clay |2 fast |0 (OCoLC)fst00863821 | |
| 650 | 7 | |a Engineering geology |2 fast |0 (OCoLC)fst00910529 | |
| 650 | 7 | |a G�eologie appliqu�ee. |2 ram | |
| 650 | 7 | |a Argile. |2 ram | |
| 700 | 1 | |a Brand, Edward W. | |
| 700 | 1 | |a Brenner, R. P. |q (Rolf Peter), |d 1937- | |
| 776 | 0 | 8 | |i Print version: |t Soft clay engineering. |d Amsterdam ; New York : Elsevier Scientific Pub. Co. ; New York : Distributors for the U.S. and Canada, Elsevier/North-Holland, 1981 |w (DLC) 79013386 |w (OCoLC)4956840 |
| 830 | 0 | |a Developments in geotechnical engineering ; |v v. 20. | |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/book/9780444417848 |z Texto completo |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/bookseries/01651250/20 |z Texto completo |