000			06171nam a2200313 i 4500
008			130717s2012 enka a001 0 eng d
020			_a9780415561266
020			_a0415561264
040			_aBAUN _beng _cBAUN _erda
049			_aBAUN_MERKEZ
050	0	4	_aTA710 _b.C685 2012
100	1		_aKnappett, Jonathan.
245	1	0	_aCraig's soil mechanics / _cJ. A. Knappett, R. F. Craig.
246	3		_aSoil mechanics.
250			_a8th ed
264		1	_aLondon ; _aNew York : _bSpon Press, _c2012.
300			_axxv, 552 pages : _billustrations (some color) ; _c26 cm.
336			_2rdacontent _atext _btxt
337			_2rdamedia _aunmediated _bn
338			_2rdacarrier _avolume _bnc
500			_aPrevious edition under : Soil mechanics/ R.F. Craig.
504			_aIncludes bibliographical references and index.
505	0	0	_tContents _tList of figures _tList of tables _tPreface _tPart 1: Development of a mechanical model for soil _t1. Basic characteristics of soils _tLearning outcomes _t1.1 The origin of soils _t1.2 The nature of soils _t1.3 Plasticity of fine-grained soils _t1.4 Particle size analysis _t1.5 Soil description and classification _t1.6 Phase relationships _t1.7 Soil compaction _tSummary _tProblems _tReferences _tFurther reading _t2. Seepage _tLearning outcomes _t2.1 Soil water _t2.2 Permeability and testing _t2.3 Seepage theory _t2.4 Flow nets _t2.5 Anisotropic soil conditions _t2.6 Non-homogeneous soil conditions _t2.7 Numerical solution using the Finite Difference Method _t2.8 Transfer condition _t2.9 Seepage through embankment dams _t2.10 Filter design _tSummary _tProblems _tReferences _tFurther reading _t3. Effective stress _tLearning outcomes _t3.1 Introduction _t3.2 The principle of effective stress _t3.3 Numerical solution using the Finite Difference Method _t3.4 Response of effective stress to a change in total stress _t3.5 Effective stress in partially saturated soils _t3.6 Influence of seepage on effective stress _t3.7 Liquefaction _tSummary _tProblems _tReferences _tFurther reading _t4. Consolidation _tLearning outcomes _t4.1 Introduction _t4.2 The oedometer test _t4.3 Consolidation settlement _t4.4 Degree of consolidation _t4.5 Terzaghi’s theory of one-dimensional consolidation _t4.6 Determination of coefficient of consolidation _t4.7 Secondary compression _t4.8 Numerical solution using the Finite Difference Method _t4.9 Correction for construction period _t4.10 Vertical drains _t4.11 Pre-loading _tSummary _tProblems _tReferences _tFurther reading _t5. Soil behaviour in shear _tLearning outcomes _t5.1 An introduction to continuum mechanics _t5.2 Simple models of soil elasticity _t5.3 Simple models of soil plasticity _t5.4 Laboratory shear tests _t5.5 Shear strength of coarse-grained soils _t5.6 Shear strength of saturated fine-grained soils _t5.7 The critical state framework _t5.8 Residual strength _t5.9 Estimating strength parameters from index tests _tSummary _tProblems _tReferences _tFurther reading _t6. Ground investigation _tLearning outcomes _t6.1 Introduction _t6.2 Methods of intrusive investigation _t6.3 Sampling _t6.4 Selection of laboratory test method(s) _t6.5 Borehole logs _t6.6 Cone Penetration Testing (CPT) _t6.7 Geophysical methods _t6.8 Contaminated ground _tSummary _tReferences _tFurther reading _t7. In-situ testing _tLearning outcomes _t7.1 Introduction _t7.2 Standard Penetration Test (SPT) _t7.3 Field Vane Test (FVT) _t7.4 Pressuremeter Test (PMT) _t7.5 Cone Penetration Test (CPT) _t7.6 Selection of in-situ test method(s) _tSummary _tProblems _tReferences _tFurther reading _tPart 2: Applications in geotechnical engineering _t8. Shallow foundations _tLearning outcomes _t8.1 Introduction _t8.2 Bearing capacity and limit analysis _t8.3 Bearing capacity in undrained materials _t8.4 Bearing capacity in drained materials _t8.5 Stresses beneath shallow foundations _t8.6 Settlements from elastic theory _t8.7 Settlements from consolidation theory _t8.8 Settlement from in-situ test data _t8.9 Limit state design _tSummary _tProblems _tReferences _tFurther reading _t9. Deep foundations _tLearning outcomes _t9.1 Introduction _t9.2 Pile resistance under compressive loads _t9.3 Pile resistance from in-situ test data _t9.4 Settlement of piles _t9.5 Piles under tensile loads _t9.6 Load testing _t9.7 Pile groups _t9.8 Negative skin friction _tSummary _tProblems _tReferences _tFurther reading _t10. Advanced foundation topics _tLearning outcomes _t10.1 Introduction _t10.2 Foundation systems _t10.3 Shallow foundations under combined loading _t10.4 Deep foundations under combined loading _tSummary _tProblems _tReferences _tFurther reading _t11. Retaining structures _tLearning outcomes _t11.1 Introduction _t11.2 Limiting earth pressures from limit analysis _t11.3 Earth pressure at rest _t11.4 Gravity retaining structures _t11.5 Coulomb’s theory of earth pressure _t11.6 Backfilling and compaction-induced earth pressures _t11.7 Embedded walls _t11.8 Ground anchorages _t11.9 Braced excavations _t11.10 Diaphragm walls _t11.11 Reinforced soil _tSummary _tProblems _tReferences _tFurther reading _t12. Stability of self-supporting soil masses _tLearning outcomes _t12.1 Introduction _t12.2 Vertical cuttings and trenches _t12.3 Slopes _t12.4 Embankment dams _t12.5 An introduction to tunnels _tSummary _tProblems _tReferences _tFurther reading _t13. Illustrative cases _tLearning outcomes _t13.1 Introduction _t13.2 Selection of characteristic values _t13.3 Field instrumentation _t13.4 The observational method _t13.5 Illustrative cases _tSummary _tReferences _tFurther reading _tPrincipal symbols _tGlossary _tIndex
520			_a""The reviewer considers that Dr Knappett, in revising this classic textbook, has made a substantial additional contribution to the years of service given by Dr Craig to the civil engineering profession, in general, and the geotechnical community in particular.""--Catherine O'Sullivan, Imperial College, London, UK""Jonathan Knappett is breathing a fresh lease of life into this old favourite with several new slants, including for the first time the design philosophy of Eurocode 7 and much new material ... I propose to keep it on our list of 'must consult' textbooks.""-Edward Bromhead, Kingston Uni.
650		0	_aSoil mechanics.
700	1		_aCraig, R. F. _q(Robert F.)
900			_a34841
942			_2lcc _cKT
999			_c32158 _d32158