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The bearing capacity of building foundations /

The Bearing Capacity of Building Foundations.

Detalles Bibliográficos
Clasificación:Libro Electrónico
Autores principales: Myslivec, Alois, Kysela, Zden�ek (Autor)
Formato: Electrónico eBook
Idioma:Inglés
Dutch
Checo
Publicado: Amsterdam ; New York : New York : Elsevier Scientific Pub. Co. ; Distributed in the USA and Canada by Elsevier/North-Holland, 1978.
Colección:Developments in geotechnical engineering ; 21.
Temas:
Acceso en línea:Texto completo
Texto completo

MARC

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245 1 4 |a The bearing capacity of building foundations /  |c Alois Myslivec, Zden�ek Kysela. 
260 |a Amsterdam ;  |a New York :  |b Elsevier Scientific Pub. Co. ;  |a New York :  |b Distributed in the USA and Canada by Elsevier/North-Holland,  |c 1978. 
300 |a 1 online resource (237 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 21 
504 |a Includes bibliographical references (pages 231-234) and index. 
506 |3 Use copy  |f Restrictions unspecified  |2 star  |5 MiAaHDL 
533 |a Electronic reproduction.  |b [Place of publication not identified] :  |c HathiTrust Digital Library,  |d 2010.  |5 MiAaHDL 
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588 0 |a Print version record. 
505 0 |a Front cover; The Bearing Capacity of Building Foundations; Copyright Page; Table of Contents; Symbols used; INTRODUCTION; CHAPTER 1. SETTLEMENT OF FOUNDATIONS; 1.1 Vertical stress in soil due to its weight; 1.2 Compressibility of soil; 1.3 Calculation of total settlement using compressibility coefficient C; 1.4 Calculation of total settlement using deformation moduli E0 and M0; 1.5 Influence of a vertical moment in the foundation line on the inclination of the foundation; 1.6 Time-settlement curve; 1.7 Settlement caused by soil shrinkage. Bulking and subsidence of soil 
505 8 |a CHAPTER 2. BEARING CAPACITY OF FOUNDATIONS2.1 Shearing resistance of soils; 2.2 Friction between soil and structure; 2.3 Bearing capacity of foundations-homogeneous foundation soil; 2.4 Influence of adjacent foundation; 2.5 Influence of foundation cross section; 2.6 Influence of surface slope adjoining foundation; 2.7 Foundation loaded by horizontal force; 2.8 Bearing capacity of a foundation on a layered subgrade; CHAPTER 3. PERMISSIBLE LOADS ON FOUNDATIONS; 3.1 Permissible values of settlement and settlement differences; 3.2 Safety factor against the sinking of a foundation 
505 8 |a CHAPTER 4. STRESS IN SOIL BENEATH BUILDING FOUNDATIONS4.1 Distribution of loads in the foundation line; 4.2 Stress in the subgrade of foundations; TABLES; APPENDIX I; APPENDIX II; BIBLIOGRAPHY; INDEX 
520 |a The Bearing Capacity of Building Foundations. 
650 0 |a Foundations. 
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650 7 |a Tragverhalten  |2 gnd  |0 (DE-588)4236763-3 
650 7 |a Fundacoes E Escavacoes.  |2 larpcal 
700 1 |a Kysela, Zden�ek,  |e author. 
700 1 |a Myslivec, Alois.  |t �Unosnost z�aklad�u staveb. 
776 0 8 |i Print version:  |a Myslivec, Alois.  |t Bearing capacity of building foundations.  |d Amsterdam ; New York : Elsevier Scientific Pub. Co. ; New York : Distributed in the USA and Canada by Elsevier/North-Holland, 1978  |w (DLC) 78006172  |w (OCoLC)3843119 
830 0 |a Developments in geotechnical engineering ;  |v 21. 
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856 4 0 |u https://sciencedirect.uam.elogim.com/science/bookseries/01651250/21  |z Texto completo