000			04654nam a2200337 i 4500
008			100216s2010 enka b 001 0 eng
010			_a 2010003222
020			_a9780415550154 _qhc : alk. paper
020			_a0415550157
035			_a(OCoLC)ocn519826198
040			_aDLC _cDLC _dYDX _dYDXCP _dUKM _dBWK _dBWX _dCDX _dOCLCQ _dDLC
049			_aBAUN_MERKEZ
050	0	4	_aTA749 _b.K57 2010
082	0	0	_222
100	1		_aKirsch, Klaus.
245	1	0	_aGround improvement by deep vibratory methods / _cKlaus Kirsch and Fabian Kirsch.
264		1	_aLondon ; _aNew York : _bSpon Press, _c2010.
300			_ax, 198 pages : _billustrations ; _c25 cm.
336			_atext _btxt _2rdacontent
337			_aunmediated _bn _2rdamedia
338			_avolume _bnc _2rdacarrier
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 project _t3.6.2 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 treatment _t3.6.6 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 equipment _t4.3 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 plant _t4.7.2 Vibro replacement soil improvement for a double track railway project _t4.7.3 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 East _t4.7.7 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 equipment _t5.2.3 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	_aSoil stabilization.
650		0	_aVibratory compacting.
650		0	_aFoundations.
700	1		_aKirsch, Fabian.
900			_a31344
900			_bsatın
942			_2lcc _cKT
999			_c28059 _d28059