Detalles MARC
| 000 -LEADER |
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| campo de control de longitud fija |
04440nam a2200325 a 4500 |
| 001 - NÚMERO DE CONTROL |
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| campo de control |
u4359 |
| 003 - IDENTIFICADOR DE NÚMERO DE CONTROL |
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| campo de control |
SIRSI |
| 005 - FECHA Y HORA DE LA ÚLTIMA TRANSACCIÓN |
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| campo de control |
20250825174956.0 |
| 020 ## - NÚMERO INTERNACIONAL ESTÁNDAR DEL LIBRO |
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| Número Internacional Estándar del Libro |
0-444-60080-9 |
| 082 00 - NÚMERO DE LA CLASIFICACIÓN DECIMAL DEWEY |
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| Número de clasificación |
624.153 |
| 100 1# - ENTRADA PRINCIPAL--NOMBRE DE PERSONA |
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| Nombre de persona |
Rétháti, László. |
| 240 10 - TÍTULO UNIFORME |
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| Título uniforme |
Valószínűségelméleti megoldások a geotechnikában. |
| Lenguaje de la obra |
English |
| 245 10 - MENCIÓN DEL TÍTULO |
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| Título |
Probabilistic solutions in geotechnics |
| Medio |
[electronic resource] / |
| Mención de responsabilidad, etc. |
by László Rétháti ; [translated by S. Bars]. |
| 260 ## - PUBLICACIÓN, DISTRIBUCIÓN, ETC. |
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| Lugar de publicación, distribución, etc. |
Amsterdam ; |
| -- |
New York : |
| Nombre del editor, distribuidor, etc. |
Elsevier, |
| Fecha de publicación, distribución, etc. |
1988. |
| 300 ## - DESCRIPCIÓN FÍSICA |
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| Extensión |
451 pages ; |
| Otros detalles físicos |
illustrations. |
| 505 0# - NOTA DE CONTENIDO CON FORMATO |
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| Nota de contenido con formato |
Front Cover; Probabilistic solutions in geotechnics; Copyright Page; Table of Contents; Preface; Introduction; Chapter 1. Statistical parameters of the soil physical characteristics; 1.1. Basic conceptions; 1.2. Determination of the statistical parameters; 1.3. Literature data on the statistical parameters; 1.4. Comprehensive statistical evaluation of large areas; Chapter 2. Description of the soil physical characteristics by distribution functions; 2.1. Distribution types used in geotechnics; 2.2. Selecting the function type and controlling the fitting |
| 505 8# - NOTA DE CONTENIDO CON FORMATO |
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| Nota de contenido con formato |
2.3. Examination of the distribution of soil physical characteristicsChapter 3. Correlation (regression) analysis; 3.1. Nature of the relationship between the variables; 3.2. Conception and classification of the correlation; 3.3. Interpretation and reliability of the relationships; 3.4. Nonlinear correlation; 3.5. Evaluation of multivariable relationships; 3.6. Approximative regression analysis; 3.7. Examples; Chapter 4. Determination of the site and the number of soil tests; 4.1. Statistical interpretation of sampling; 4.2. Variation of the soil physical characteristics in time and space |
| 505 8# - NOTA DE CONTENIDO CON FORMATO |
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| Nota de contenido con formato |
4.3. Marking out and performing the borings4.4. Determination of the minimum number of samples (tests); 4.5. Taking economic aspects into account; Chapter 5. Determination of the qualifying characteristics of the soil; 5.1. Granular soils; 5.2. Cohesive soils; 5.3. Organic soils; Chapter 6. Comparison of tests performed with the same soil; 6.1. The reproducibility of the tests; 6.2. Comparison of two test series; 6.3. Evaluation of ring tests; Chapter 7. Evaluation of the test data before the planning; 7.1. Screening out the outliers (extreme values) |
| 505 8# - NOTA DE CONTENIDO CON FORMATO |
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| Nota de contenido con formato |
7.2. Evaluation of the data using the Bayesian theory7.3. Identification of sample groups and layers; 7.4. Determination of the confidence intervals; 7.5. The comprehensive statistical evaluation of the surveyed area; Chapter 8. Basic principles of the planning based on the theory of probability; 8.1. Uncertainties in the solution of geotechnical tasks; 8.2. The conventional safety factor; 8.3. Analysis of the damaging process; 8.4. Uncertainties hidden in the calculation model; 8.5. Safety calculation based on the theory of probability |
| 505 8# - NOTA DE CONTENIDO CON FORMATO |
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| Nota de contenido con formato |
8.6. Determination of the statistical parameters of the safety margin8.7. The safety margin and the probability of failure; 8.8. Decision strategy; Chapter 9. Determination of the bearing capacity of the soil; 9.1. Statistical parameters of the load bearing factors; 9.2. Calculation of the load bearing capacity of shallow foundations; 9.3. Calculation of the bearing capacity of piles; 9.4. Economic aspects of dimensioning; Chapter 10. The forecasting of settlements; 10.1. The distribution of the vertical stresses; 10.2. Statistical evaluation of the calculated settlements |
| 505 8# - NOTA DE CONTENIDO CON FORMATO |
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| Nota de contenido con formato |
10.3. Random motion components in homogeneous soils |
| 520 ## - RESUMEN, ETC. |
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| Sumario, etc. |
This is the first monograph to consider the possibility of utilizing probability theory in all essential fields of geotechnics. It deals in detail with in situ and laboratory tests, the evaluation of soil physical characteristics, the preparatory phase and the individual problems of design, including load bearing capacity, prediction of settlements, dimensioning of slopes and retaining walls, and quality control of earthworks.Numerous possibilities for, and examples of, the parallel utilization of deterministic and stochastic methods are given in the book, creating a connection between |
| 546 ## - NOTA DE IDIOMA |
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| Nota de lengua/lenguaje |
English |
| 500 ## - NOTA GENERAL |
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| Nota general |
Revised translation of: Valószínűségelméleti megoldások a geotechnikában. |
| 504 ## - NOTA DE BIBLIOGRAFÍA, ETC. |
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| Nota de bibliografía, etc. Nota |
Includes bibliographical references and indexes. |
| 650 #0 - PUNTO DE ACCESO ADICIONAL DE MATERIA--TÉRMINO DE MATERIA |
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| Término de materia o nombre geográfico como elemento de entrada |
Soil mechanics |
| Subdivisión general |
Statistical methods. |
| 650 #0 - PUNTO DE ACCESO ADICIONAL DE MATERIA--TÉRMINO DE MATERIA |
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| Término de materia o nombre geográfico como elemento de entrada |
Probabilities. |
| 776 ## - ENTRADA DE FORMULARIO FÍSICO ADICIONAL |
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| Número Internacional Estándar del Libro |
0-444-98960-9 |
| 700 1# - ENTRADA AGREGADA--NOMBRE PERSONAL |
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| Nombre de persona |
Bars, S. |