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| 001 | 28740 | ||
| 008 | 101022t20082008njua b 001 0 eng | ||
| 010 | _a2007044825 | ||
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_a0470178205 _q(cloth) |
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| 035 | _a(OCoLC) | ||
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_aDLC _beng _cDLC _dBAKER _dBTCTA _dUKM _dYDXCP _dC#P _dCDX _dBWX _dIXA _dUtOrBLW _dBAUN _erda |
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| 049 | _aBAUN_MERKEZ | ||
| 050 | 0 | 0 |
_aTA710 _b.F385 2008 |
| 082 | 0 | 0 | _222 |
| 100 | 1 |
_aFenton, Gordon A. _969830 _eaut |
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| 245 | 1 | 0 |
_aRisk assessment in geotechnical engineering / _cGordan A. Fenton, D.V. Griffiths. |
| 264 | 1 |
_aHoboken, N.J. : _bJohn Wiley & Sons, _c[2008] |
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| 264 | 4 | _c©2008. | |
| 300 |
_axvii, 461 pages : _billustrations ; _c29 cm. |
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| 336 |
_atext _btxt _2rdacontent. |
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| 337 |
_aunmediated _bn _2rdamedia. |
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| 338 |
_avolume _bnc _2rdacarrier. |
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| 504 | _aIncludes bibliographical references (pages 435-442) and index. | ||
| 505 | 0 | 0 |
_gPART 1: THEORY. _t1. Review of Probability Theory _t2. Discrete Random Processes. _t3. Random Fields. _t4. Best Estimates, Excursions, and Averages. _t5. Estimation. _t6. Simulation. _t7. Reliability-Based Design. _gPART 2: PRACTICE. _t8. Groundwater Modeling. _t9. Flow Through Earth Dams. _t10. Settlement of Shallow Foundations. _t11. Bearing Capacity. _t12. Deep Foundations. _t13. Slope Stability. _t14. Earth Pressure. _t15. Mine Pillar Capacity. _t16. Liquefaction. _tReferences. _tAppendices. _tA Tables. _tA.1 Standard Normal Distribution. _tA.2 Inverse Student-T Distribution. _tA.3 Inverse Chi-Square Distribution. _tB Numerical Integration. _t C Computing Variances and Covariances of Local Averages. |
| 520 | _aThe increasing sophistication of buildings and bridges demands new analytical techniques. Reliability-based design is a well established technique in the structural and mechanical engineering communities that is now gaining momentum among geotechnical engineers. This book introduces an innovative reliability-based method for risk assessment in geotechnical engineering that allows engineers to create a better model for analyzing the properties and possible failure of a slope, mine shaft, foundation, embankment, or surface soil. By better modeling the spatially variable nature of soil and rock in the real world, the method presents a more accurate simulation which leads to safer designs. The book offers nine examples of the method in practice, utilizing the included software to demonstrate its use in the evaluation and design stages. | ||
| 650 | 0 |
_aSoil mechanics. _92760 |
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| 650 | 0 |
_aRock mechanics. _95921 |
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| 650 | 0 |
_aRisk assessment. _96293 |
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| 700 | 1 |
_aGriffiths, D. V. _969831 _eaut |
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| 942 |
_2lcc _cKT |
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| 999 |
_c25087 _d25087 |
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