Probabilistic solutions in geotechnics /
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, includin...
Clasificación: | Libro Electrónico |
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Autor principal: | |
Formato: | Electrónico eBook |
Idioma: | Inglés Hungarian |
Publicado: |
Amsterdam ; New York : Budapest, Hungary : New York, N.Y., U.S.A. :
Elsevier ; Akad�emiai Kiad�o ; Distribution for the U.S.A. and Canada, Elsevier Science Pub. Co.,
1988.
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Colección: | Developments in geotechnical engineering ;
46. |
Temas: | |
Acceso en línea: | Texto completo Texto completo |
MARC
LEADER | 00000cam a2200000 a 4500 | ||
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001 | SCIDIR_ocn577690067 | ||
003 | OCoLC | ||
005 | 20231117033012.0 | ||
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019 | |a 646559760 |a 842936512 | ||
020 | |a 9780444600806 |q (electronic bk.) | ||
020 | |a 0444600809 |q (electronic bk.) | ||
020 | |a 1299544010 | ||
020 | |a 9781299544017 | ||
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020 | |z 9780444989604 | ||
020 | |z 0444416625 |q (series) | ||
020 | |z 9780444416629 |q (series) | ||
035 | |a (OCoLC)577690067 |z (OCoLC)646559760 |z (OCoLC)842936512 | ||
041 | 1 | |a eng |h hun | |
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050 | 4 | |a TA710 | |
070 | 4 | |a TA710 |b .R39813 1988 | |
072 | 7 | |a TEC |x 063000 |2 bisacsh | |
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100 | 1 | |a R�eth�ati, L�aszl�o. | |
240 | 1 | 0 | |a Val�osz�in�us�egelm�eleti megold�asok a geotechnik�aban. |l English |
245 | 1 | 0 | |a Probabilistic solutions in geotechnics / |c by L�aszl�o R�eth�ati ; translated by S. Bars. |
260 | |a Amsterdam ; |a New York : |b Elsevier ; |a Budapest, Hungary : |b Akad�emiai Kiad�o ; |a New York, N.Y., U.S.A. : |b Distribution for the U.S.A. and Canada, Elsevier Science Pub. Co., |c 1988. | ||
300 | |a 1 online resource (451 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 46 | |
504 | |a Includes bibliographical references (pages 421-430). | ||
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 | ||
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 |2 pda |5 MiAaHDL | |
588 | 0 | |a Print version record. | |
505 | 0 | |a 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 | |a 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 | |a 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 | |a 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 | |a 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 | |
520 | |a 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. | ||
650 | 0 | |a Soil mechanics |x Statistical methods. | |
650 | 0 | |a Probabilities. | |
650 | 2 | |a Probability |0 (DNLM)D011336 | |
650 | 6 | |a M�ecanique des sols |0 (CaQQLa)201-0029866 |x M�ethodes statistiques. |0 (CaQQLa)201-0373903 | |
650 | 6 | |a Probabilit�es. |0 (CaQQLa)201-0011592 | |
650 | 7 | |a probability. |2 aat |0 (CStmoGRI)aat300055653 | |
650 | 7 | |a TECHNOLOGY & ENGINEERING |x Structural. |2 bisacsh | |
650 | 7 | |a Probabilities |2 fast |0 (OCoLC)fst01077737 | |
650 | 7 | |a Soil mechanics |x Statistical methods |2 fast |0 (OCoLC)fst01124480 | |
653 | |a Soils |a Geotechnical properties - For civil engineering | ||
776 | 0 | 8 | |i Print version: |a R�eth�ati, L�aszl�o. |s Val�osz�in�us�egelm�eleti megold�asok a geotechnik�aban. English. |t Probabilistic solutions in geotechnics. |d Amsterdam ; New York : Elsevier ; Budapest, Hungary : Akad�emiai Kiad�o ; New York, N.Y., U.S.A. : Distribution for the U.S.A. and Canada, Elsevier Science Pub. Co., 1988 |w (DLC) 87015479 |w (OCoLC)16092036 |
830 | 0 | |a Developments in geotechnical engineering ; |v 46. | |
856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/book/9780444989604 |z Texto completo |
856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/bookseries/01651250/46 |z Texto completo |