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Bibliografa

Bibliografa

[1]Abramson L.W., Lee T.S., Sharma S., Boyce G.M. Slope Stability and Stabilization

Methods John Wiley & Sons.

[2]American Society for Testing and Materials, 1999. Annual Book of ASTM Stndards Volume

04.08 soils and rocks. Filadelphia USA

[3]Atkinson J. (2002) What is the matter with geotechnical engineering? Proceedings of the

Institution of Civil Engineers Geotechnical Engineering 155, 155-158.

[4]Bowles J.E. Foundation Analysis and Design, Fifth Edition Mc. Graw Hill

[5]Budhu M. Soil Mechanics and Foundations John Wiley & Sons

[6]Clayton C.R.I., Matthews M.C., Simons N.E. Site Investigation Blackwell Science

[7]Coduto D.P. Geotechnical Engineering Principles and Practice #2 Prentice Hall

[8]Coduto D.P. Foundation Design Principles and Practices Prentice Hall

[9]Coduto D.P. Foundation Design Principles and Practices, Second Edition Prentice Hall

[10]Cone Penetration Test: CPT CIRIA

[11]Das B.M. Principles of Foundation Engineering, Fourth Edition PWS Publishing

Company

[12]Das B.M. Shallow Foundation Bearing Capacity and Settlement CRC Press

[13]Das B. M. Principios de Ingeniera de Cimentaciones, Cuarta Edicin International

Thomson Editors

[14]Das B.M. Principles of Foundation Engineering, Fifth Edition Thomson Brooks / Cole

[15]Das B. M. Advanced Soil Mechanics Taylor & Francis

[16]Das B.M. Fundamentos de Ingeniera Geotcnica Thomson Learning

[17]Das B.M. Principles of Geotechnical Engineering, Fifth Edition Brooks / Cole Thomson

Learning.

[18]Delgado M. Ingeniera de Fundaciones, Fundamentos e Introduccin al Anlisis

Geotcnico # 2 Escuela Colombiana de Ingeniera

[19]De Sousa Pinto C. Curso Bsico de Mecanica dos Solos Oficina de Textos

Foundation Engineering Handbook, second edition Hsai-Yang Fang/ Chapman & Hall

[20]Gnanapragasam N. (2000) Active earth pressure in cohesive soils with an inclines ground

surface Canadian Geotechnical Journal 37, 171-177.

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Mecnica de Suelos

[21]Marangos C. (1995) Proposal on the improvement of Schmertmann et al. settlement

prediction method

[22]Michalowski R.L. (2001) Upper-bound load estimates on square and rectangular footings

Gotechnique, 51(9), 787-798.

[23]Milovic D. Stresses and Displacements for Shallow Foundations Elsevier

[24]Pestana J.M. y Whittle A.J. (1998) Time effects in the compression of sands

Gotechnique, 48 (5), 695-701.

[25]Salinas L.M., Rojas J.C., Salinas R.A. (2003) Suelos colapsables: Identificacin y

estabilizacin qumica

[26]Sargand S.M., Masada T. y Abdalla B. (2003)Evaluation of Cone Penetration Test-Based

Settlement Prediction Methods for Shallow Foundations on Cohesionless Soils atHighway Bridge Construction Sites Journal of Geotechnical and Geoenvironmental

Engineering, 129 (10), 900-908.

[27]Sieffert J.G., Bay-Gress Ch. (2000) Comparison of European bearing capacity calculation

methods for shallow foundations Proceedings of the Institution of Civil Engineers

Geotechnical Engineering 143, 65-74.

[28]Simons N., Menzies B. & Matthews M. A short course in Geotechnical Site

Investigation Thomas Telford

[29]Simons N., Menzies B. Foundation Engineering, Second Edition Thomas Telford

[30]Sridharan A. y Prakash K. (2001) Limiting Compression Curves. Geotechnical Testing

Journal GTJODJ, 4 (3), 330-333

[31]Suarez J. Deslizamiento y Estabilidad de Taludes en zonas Tropicales UIS

[32]The Standard Penetration Test (SPT): Methods and Use CIRIA

[33]Tomlinson L.J. Foundation Design and Construction, Sixth Edition Longman

[34]Toll D.G. Unsaturated Soil Concepts and Their Application in Geotechnical Practice

Kluwer Academic Publishers

[35]Whitlow R. Basic Soil Mechanics, Third Edition Longman

[36]Zhu D.Y., Lee C.F., Jiang H.D. (2003)Generalised framework of limit equilibrium

methods for slope stability analysis Gotechnique, 53 (4), 377-395.

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