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001			32182
003			OSt
005			20250623095606.0
008			150610t20152015ne a ob 001 0 eng d
020			_a0081001924
020			_a9780081001929
020			_a0081002394
020			_a9780081002391
040			_aAU@ _beng _erda _cAU@
082	7	4	_a624.162 _223 _bG882
245	1	0	_aGround improvement case histories : _bembankments with special reference to consolidation and other physical methods / _cedited by Buddhima Indraratna, Jian Chu, Cholachat Rujikiatkamjorn ; contributors, Dimiter Alexiew [and forty-seven others].
250			_aFirst edition.
264		1	_aBurlington : _bElsevier Science, _c2015.
300			_axviii, 817 pages ; _c24cm .
336			_atext _btxt _2rdacontent
337			_acomputer _bc _2rdamedia
338			_aonline resource _bcr _2rdacarrier
504			_aIncludes bibliographical references at the end of each chapters and index.
505	0		_aFront Cover; Ground Improvement Case Histories: Embankments with Special Reference to Consolidation and Other Physical Methods; Copyright ; Dedication; Contents ; Contributors ; Foreword ; Preface ; Part One: Preloading, Vertical Drains, and Vacuum Application; Chapter 1: Recent Advances in Soft Soil Consolidation; 1.1. Introduction; 1.2. Principles of vacuum consolidation via prefabricated vertical drains; 1.2.1. Fundamentals of vacuum preloading; 1.2.2. Plane strain conversion in numerical modeling; 1.2.3. Cyclic behavior of soft soils; 1.3. Case histories; 1.3.1. Port of Brisbane.
505	8		_a2.3. Results obtained in test areas2.3.1. One-dimensional consolidation; Sk�a-Edeby test field; Excess pore pressure dissipation; Lilla Mell�osa test area; Excess pore pressure dissipation; Consolidation settlement; 2.3.2. Vertical drainage; Test field at Sk�a-Edeby; �Orebro test field; Bangkok test field; Vagnh�arad vacuum test; Porto Tolle test site, Italy; Stockholm Arlanda project; The course of settlement in non-Darcian flow:; The course of excess pore pressure dissipation:; 2.4. Conclusion; 2.5. Notations; References.
505	8		_aChapter 3: Theoretical and Numerical Perspectives and Field Observations for the Design and Performance Evaluation of Emb ... 3.1. Introduction; 3.2. Installation and monitoring of vertical drains; 3.2.1. Inclinometers; 3.2.2. Settlement indicators; 3.2.3. Piezometers; 3.3. Drain properties; 3.3.1. Diameter of influence zone; 3.3.2. Equivalent drain diameter of band-shaped vertical drain; 3.3.3. Discharge capacity; 3.4. Factors influencing the vertical drain efficiency; 3.4.1. Smear zone; 3.4.2. Effect of a sand mat; 3.4.3. Well resistance; 3.5. Development of vertical drain theory.
505	8		_a3.5.1. Rendulic and Carillo diffusion theory3.5.2. Barron-equal strain rigorous solution; 3.5.3. Hansbo-analysis with smear and well resistance; 3.6. 2D modeling of vertical drains; 3.6.1. Shinsha et al.-permeability transformation; 3.6.2. Hird et al.-geometry and permeability matching; 3.6.3. Bergado and Long-equal discharge concept; 3.6.4. Chai et al.-well resistance and clogging; 3.6.5. Kim and Lee-time factor analysis; 3.6.6. Indraratna and Redana-rigorous solution for parallel drain wall; 3.7. Simple 1D modeling of vertical drains.
546			_aEnglish.
588	0		_aPrint version record.
588	0		_aOnline resource; title from PDF title page (ebrary, viewed June 10, 2015).
650		4	_aEmbankments.
700	1		_aIndraratna, Buddhima, _eeditor.
700	1		_aChu, Jian _eeditor.
700	1		_aRujikiatkamjorn, Cholachat, _eeditor.
776	0	8	_iPrint version: _tGround improvement case histories : embankments with special reference to consolidation and other physical methods. _dAmsterdam, [Netherlands] : Butterworth-Heinemann, �2015 _hxvii, 817 pages _z9780081001929
910			_asaja
942			_2ddc _cBK
999			_c32182 _d32182