000 | 03820cam a2200529 i 4500 | ||
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003 | OCoLC | ||
005 | 20221102182956.0 | ||
008 | 690414s1969 nyuac b 001 0 eng d | ||
010 | _a 68030915 | ||
011 | _aMARC Score : 10950(19750) : OK | ||
011 | _aDirect Search Result | ||
011 | _aField 082 : DDC : 624.151 has no edition code | ||
020 | _a0471511927 | ||
020 | _a9780471511922 | ||
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020 | _a9780852265031 | ||
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035 | _a(ATU)b20647335 | ||
035 | _a(OCoLC)2073 | ||
040 |
_aDLC _beng _erda _cDLC _dUKM _dBAKER _dAGL _dBTCTA _dYDXCP _dINANG _dOG# _dOH@ _dBDX _dGBVCP _dOCLCF _dOCLCO _dOCLCQ _dOCLCA _dATU |
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050 | 0 | 0 |
_aTA710 _b.L245 |
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_a624.151 _223 |
099 | _a624.151 LAM | ||
100 | 1 |
_aLambe, T. William, _eauthor. _9873972 |
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245 | 1 | 0 |
_aSoil mechanics / _cT. William Lambe, Robert V. Whitman. |
246 | 1 | 4 | _aSeries in soil engineering |
264 | 1 |
_aNew York : _bWiley, _c[1969] |
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264 | 4 | _c©1969 | |
300 |
_aix, 553 pages : _billustrations, portraits ; _c28 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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490 | 1 | _aSeries in soil engineering. | |
504 | _aIncludes bibliographical references and index. | ||
505 | 0 | 0 |
_gPart I. _tIntroduction : -- _g1. _tSoil problems in civil engineering -- _g2. _tA preview of soil behavior -- _gPart II. _tThe nature of soil : -- _g3. _tDescription of an assemblage of particles -- _g4. _tDescription of an individual soil particle -- _g5. _tNormal stress between soil particles -- _g6. _tShear resistance between soil particles -- _g7. _tSoil formation -- _gPart III. _tDry soil : -- _g8. _tStresses within a soil mass -- _g9. _tTests to measure stress-strain properties -- _g10. _tGeneral aspects of stress-strain behavior -- _g11. _tShear strength of cohesionless soil -- _g12. _tStress-strain relationships -- _g13. _tEarth retaining structures and slopes -- _g14. _tShallow foundations -- _g15. _tDynamic loading of soil -- _gPart IV. _tSoil with water - no flow or steady flow : -- _g16. _tEffective stress concept -- _g17. _tOne-dimensional fluid flow -- _g18. _tTwo-dimensional fluid flow -- _g19. _tSoil permeability and filter requirements -- _g20. _tGeneral aspects of drained stress-strain behavior -- _g21. _tDrained shear strength -- _g22. _tStress-strain relations for drained conditions -- _g23. _tEarth retaining structures and earth slopes with drained conditions -- _g24. _tEarth slopes with drained conditions -- _g25. _tShallow foundations with drained conditions -- _gPart V. _tSoil with water - transient flow : -- _g26. _tPore pressures developed during undrained loading -- _g27. _tConsolidation theory -- _g28. _tDrained and undrained stress-strain behavior -- _g29. _tUndrained shear strength -- _g30. _tStress-strain relations for undrained conditions -- _g31. _tEarth retaining structures and earth slopes with undrained conditions -- _g32. _tShallow foundations with drained unconditions -- _g33. _tDeep foundations -- _g42. _tThe improvement of soil -- _gAppendix A. _tSymbols -- _gAppendix B. _tConversion -- _gAppendix C. _tReferences.. |
588 | _aMachine converted from non-AACR2, non-ISBD source record. | ||
650 | 0 |
_aSoil mechanics. _9324254 |
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700 | 1 |
_aWhitman, Robert V., _d1928-2012 _eauthor. _9447493 |
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776 | 0 | 8 |
_iOnline version: _aLambe, T. William. _tSoil mechanics. _dNew York, Wiley, 1969 _w(OCoLC)596184538 |
776 | 1 | 8 |
_w(OCoLC)223385233 _w(OCoLC)499958027 _w(OCoLC)741720794 _w(OCoLC)881255875 _w(OCoLC)911802603 _w(OCoLC)978082742 |
830 | 0 |
_aSeries in soil engineering. _9873973 |
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_a.b20647335 _b06-09-21 _c12-07-17 |
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