| 000 | 04654nam a2200349 i 4500 | ||
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| 008 | 081015s2010 nyuab b 001 0 eng | ||
| 010 | _a2008043585 | ||
| 020 | _a9780321592576 | ||
| 020 | _a0321592573 | ||
| 029 | 1 |
_aBWX _bR9771963 |
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| 029 | 1 |
_aCDX _b8980556 |
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| 029 | 1 |
_aAU@ _b000043542832 |
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| 029 | 1 |
_aNZ1 _b12859178 |
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| 040 |
_aBAUN _beng _cBAUN _erda |
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| 049 | _aBAUN_MERKEZ | ||
| 050 | 0 | 4 |
_aQE461 _b.W735 2010 |
| 100 | 1 |
_aWinter, John D. _q(John DuNann), _d1948- |
|
| 245 | 1 | 3 |
_aAn introduction to igneous and metamorphic petrology / _cJohn D. Winter. |
| 250 | _a2. baskı | ||
| 264 | 1 |
_aNew York, N.Y. ; _aLondon : _bPrentice Hall, _cc2010. |
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| 300 |
_axviii, 702 pages : _billustrations, maps ; _c29 cm. |
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| 336 |
_2rdacontent _atext _btxt |
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| 337 |
_2rdamedia _aunmediated _bn |
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| 338 |
_2rdacarrier _avolume _bnc |
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| 504 | _aIncludes bibliographical references and index. | ||
| 505 | 0 | 0 |
_tTable of Contents _tPreface to the Second Edition _tPreface and Acknowledgments to the First Edition _tAcknowledgments to the Second Edition _tAuthors _t1: An overview of deep soil improvement by vibratory methods _t2: A history of vibratory deep compaction _t2.1 The vibro flotation method and first applications before 1945 _t2.2 Vibro compaction in postwar Germany during reconstruction _t2.3 The Torpedo vibrator and the vibro replacement stone column method _t2.4 Development of vibro compaction outside Germany _t2.5 Method improvements _t2.6 Design aspects _t3: Vibro compaction of granular soils _t3.1 The depth vibrator _t3.2 Vibro compaction treatment technique _t3.2.1 Compaction mechanism of granular soils _t3.2.2 Vibro compaction in practice _t3.3 Design principles _t3.3.1 General remarks _t3.3.2 Stability and settlement control _t3.3.3 Mitigation of seismic risks _t3.3.3.1 Evaluation of the liquefaction potential _t3.3.3.2 Settlement estimation of sands due to earthquake shaking _t3.4 Quality control and testing _t3.5 Suitable soils and method limitations _t3.6 Case histories _t3.6.1 Vibro compaction for a land reclamation projec _tt3.6.2 Ground improvement treatment by vibro compaction for new port facilities _t3.6.3 Vibro compaction field trial in calcareous sand _t3.6.4 Foundation of a fuel oil tank farm _t3.6.5 Liquefaction evaluation of CPT data after vibro compaction and stone column treatmen _tt3.6.6 Trial compaction in quartz sand to establish compaction probe spacing _t3.6.7 Ground improvement works for the extension of a major shipyard in Singapore _t4: Improvement of fine-grained and cohesive soils by vibro replacement stone columns _t4.1 Vibro replacement stone column technique _t4.2 Special equipmen _tt4.3 Principal behavior of vibro stone columns under load and their design _t4.3.1 Overview and definitions _t4.3.2 Load-carrying mechanism and settlement estimation _t4.3.3 Failure mechanism and bearing capacity calculations _t4.3.4 Drainage, reduction of liquefaction potential, and improvement of earthquake resistance _t4.3.5 Recommendations _t4.4 Quality control and testing _t4.5 Suitable soils and method limitations _t4.6 Computational examples _t4.6.1 Analysis of settlement reduction _t4.6.2 Analysis of slope stability _t4.6.3 Bearing capacity calculation of single footings on stone columns _t4.6.4 Some results of a parametric study of stone column group behavior _t4.7 Case histories _t4.7.1 Wet vibro replacement stone columns for a thermal power plan _tt4.7.2 Vibro replacement soil improvement for a double track railway projec _tt4.7.3 Vibro replacement foundation for the new international airport at Berlin _t4.7.4 High replacement vibro stone columns for a port extension _t4.7.5 Vibro stone columns for settlement control behind bridge abutments _t4.7.6 Ground improvement for the foundation of a petroleum tank farm in the Middle Eas _tt4.7.7 Stone columns provide earthquake-resistant foundation for an electric power plant in Turkey _t4.7.8 Seismic remediation of an earthfill dam by vibro stone columns _t5: Method variations and related processes _t5.1 General _t5.2 Vibro concrete columns for foundations in very soft soils _t5.2.1 Process description _t5.2.2 Special equipmen _tt5.2.3 Principal behavior and design _t5.2.4 Quality control and testing _t5.2.5 Suitable soils and method limitations _t5.2.6 Case history: Foundation on vibro concrete columns in soft alluvial soils _t6: Environmental considerations _t6.1 General remarks _t6.2 Noise emission _t6.3 Vibration nuisance and potential damages to adjacent structures _t6.4 Carbon dioxide emission _t7: Contractual matters _tReferences _tIndex |
| 650 | 0 | _aRocks, Igneous. | |
| 650 | 0 | _aRocks, Metamorphic. | |
| 900 | _a31308 | ||
| 900 | _bsatın | ||
| 942 |
_2lcc _cKT |
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| 999 |
_c28062 _d28062 |
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