000			01887nam a2200253#a 4500
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
245		0	_aSOIL MECHANICS// _cM.J. SMITH
250			_aFourth edition
260			_aHarlow: _bGeorge Godwin, _c1981
300			_a168 pages: _billustrations
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
003			JPS