000 | 01887nam a2200253#a 4500 | ||
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001 | vtls000003169 | ||
008 | 230822s1981 xx 000 0 eng d | ||
020 | _a0-7114-58103 | ||
040 | _aJPS | ||
041 | _aeng | ||
080 | _a624.13 | ||
090 | 0 | 0 | _aGEOT.SOIL 624.13 SMI |
100 |
_aSMITH, M.J., _eauthor |
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245 | 0 |
_aSOIL MECHANICS// _cM.J. SMITH |
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250 | _aFourth edition | ||
260 |
_aHarlow: _bGeorge Godwin, _c1981 |
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300 |
_a168 pages: _billustrations |
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505 | _a1. Soil definitions. 1.1 Engineering definition of soil. 1.2 Voids. 1.3 Moisture content, specific gravity and density. 1.4 Neutral and effective stress. 2. Compaction. 2.1 Proctor test. 2.2 Site -procedure. 3. Soil classification. 3.1 Classification used in this chapter. 3.2 Field identification. 3.3 Particle size distribution. 3.4 Plasticity. 3.5 Casagrande's systems of soil classification. 4. Permeability. 4.1 Darcy's laws. 4.2 Determination of the coefficient of permeability. 4.3 Determination of permeability on site. 4.4 Critical hydraulic gradient. 4.5 Seepage through soil. 4.6 Flow nets. 5. Consolidation. 5.1 Settlement. 5.2 Odometer test. 5.3 Theory of consolidation. 5.4 Settlement in sands. 6.Shear strength. 6.1 Shear- box test. 6.2 Coulomb's law. 6.3 Tri-axial compression test. 6.4 Further shear test. 6.5 Pore pressure parameters. 7. Distribution of vertical pressure. 7.1 Single point load. 7.2 Distributed load. 7.3 Fadums methods. 7.4 Newmarks chart. 8. Soil pressure on retaining walls. 8.1 Active pressure. 8.2 Passive resistance. 8.3 Sheet pile walls. 9. Stability of slopes. 10. Foundations. 10.1 Shallow foundations. 10.2 Deep foundations. | ||
546 | _aIn English | ||
650 | 1 | 0 | _aSOIL MECHANICS |
942 | _cMONO | ||
990 | _a1981 | ||
999 |
_a05715 _a624.13 SMI _aVIRTUA00 _aVTLSSORT0080*0200*0410*0800*0900*1000*2450*2500*2600*3000*5050*5460*6500*9050*9490*9900*9994 _c2084 _d2084 |
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003 | JPS |