NUMERICAL ANALYSIS OF DRILLED DISPLACEMENT SYSTEM PILES

Brown, D.A. Practical consideration in the selection and use of continuous flight auger and drilled displacement piles. Advances in design and testing deep foundations, Texas – United States, 2005, pp. 251-261;

NeSmith, W. Static Capacity Analysis of Augered, Pressure-Injected Displacement Piles. Deep Foundations 2002, United States, 2002, pp. 1174-1186; 14th SGEM GeoConference on Science and Technologies in Geology, Exploration and Mining

Zhang, Q.Q. & Zhang, Z.M. & HE, J.Y. A simplified approach for settlement analysis of single pile and pile group considering interaction between identical piles in multilayered soils. Computer and Geotechnics, vol. 37/issue 7–8, pp. 969-976, 2010;

Viggiani, C. & Mandolini, A. & Russo, G. Piles and Pile Foundations. Taylor & Francis, United Kingdom, 2012, 278 p.;

Tomlinson, M. & Woodward, J. Pile design and construction practice – Fifth edition. Taylor & Francis, United Kingdom, 2007, 551 p.;

Frankovská, J. & Súľovská, M. & Turček, P. Foundation Engineering: Bases for the design, spread foundations and deep foundations. Bratislava, Slovakia, 2013, 160 p.

NeSmith, W.M. & NeSmith, P.E. W.M. Quality Control of Drilled Displacement Piles Through an Integrated Automatic Data Acquisition System. Geo-Denver 2007 (CD-ROM): New Peaks in Geotechnics, Colorado - United States, 2007, 13 p.;

Wehnert, M. & Vermeer, P.A. Numerical analyses of load tests on bored piles. Numerical models in geomechanics, Proceedings of the 9 th Symposium on Numerical Models in Geotechnics, Kanada, 2004, pp. 505-516;

Wakai, A. & Gose, S. & Ugai, K. 3D elasto-plastic finite element analyses of pile foundations subjected to lateral loading, Soils and Foundations, vol. 39, pp. 97-111 , 1999;

Mohamedzein, YEA. & Mohamed, MG. El Sharief, AM. Finite element analysis of short piles in expansive soils, Computers and Geotechnics, vol. 24/issue 3, pp. 231-243, 1999;

Basu, P. & Prezzi, M. & Salgado, R. Modeling of installation and quantification of shaft resistance of drilled-displacement piles in sand. Downloaded: 2013. 8. 2. Web- page: ascelibrary.org/doi/pdf/10.1061/%28ASCE=29GM.1943-5622.0000303;

Pucker, T. & Grabe, J. Numerical simulation of the installation process of full displacement piles, Computers and Geotechnics, vol. 45, pp. 81-90 , 2012;

Almeida, V.S. & DePaiva, J.B. Static analysis of soil/pile interaction in layered soil by BEM/BEM coupling, Advances in Engineering Software, vol. 38, 835-845, 2007;

Mecsi, J. Geotechnical Engineering Examples and Solutions Using the Cavity Expansion Theory, Geotechnical Society, Hungary, 2013, 232 p.;

ZBGG Consult, Determination of soil properties, 2012, 118 p.;

Turček, P. & Frankovská, J. & Súľovská, M. Design of geotechnical construction. Bratislava, Slovakia, 2010, 138 p.;

Schanz, T. & Vermeer, P. A. & Bonnier, P. G., 1999. The hardening soil model: Formulation and verification. Beyound 2000 in computationa l geotechnics – 10 Years of Plaxis. Balkema, Rotterdam, 1999.;

Brown, D.A. Practical consideration in the selection and use of continuous flight auger and drilled displacement piles. Advances in design and testing deep foundations, Texas – United States, 2005, pp. 251-261;

NeSmith, W. Static Capacity Analysis of Augered, Pressure-Injected Displacement Piles. Deep Foundations 2002, United States, 2002, pp. 1174-1186; 14th SGEM GeoConference on Science and Technologies in Geology, Exploration and Mining

Zhang, Q.Q. & Zhang, Z.M. & HE, J.Y. A simplified approach for settlement analysis of single pile and pile group considering interaction between identical piles in multilayered soils. Computer and Geotechnics, vol. 37/issue 7–8, pp. 969-976, 2010;

Viggiani, C. & Mandolini, A. & Russo, G. Piles and Pile Foundations. Taylor & Francis, United Kingdom, 2012, 278 p.;

Tomlinson, M. & Woodward, J. Pile design and construction practice – Fifth edition. Taylor & Francis, United Kingdom, 2007, 551 p.;

Frankovská, J. & Súľovská, M. & Turček, P. Foundation Engineering: Bases for the design, spread foundations and deep foundations. Bratislava, Slovakia, 2013, 160 p.

NeSmith, W.M. & NeSmith, P.E. W.M. Quality Control of Drilled Displacement Piles Through an Integrated Automatic Data Acquisition System. Geo-Denver 2007 (CD-ROM): New Peaks in Geotechnics, Colorado - United States, 2007, 13 p.;

Wehnert, M. & Vermeer, P.A. Numerical analyses of load tests on bored piles. Numerical models in geomechanics, Proceedings of the 9 th Symposium on Numerical Models in Geotechnics, Kanada, 2004, pp. 505-516;

Wakai, A. & Gose, S. & Ugai, K. 3D elasto-plastic finite element analyses of pile foundations subjected to lateral loading, Soils and Foundations, vol. 39, pp. 97-111 , 1999;

Mohamedzein, YEA. & Mohamed, MG. El Sharief, AM. Finite element analysis of short piles in expansive soils, Computers and Geotechnics, vol. 24/issue 3, pp. 231-243, 1999;

Basu, P. & Prezzi, M. & Salgado, R. Modeling of installation and quantification of shaft resistance of drilled-displacement piles in sand. Downloaded: 2013. 8. 2. Web- page: ascelibrary.org/doi/pdf/10.1061/%28ASCE=29GM.1943-5622.0000303;

Pucker, T. & Grabe, J. Numerical simulation of the installation process of full displacement piles, Computers and Geotechnics, vol. 45, pp. 81-90 , 2012;

Almeida, V.S. & DePaiva, J.B. Static analysis of soil/pile interaction in layered soil by BEM/BEM coupling, Advances in Engineering Software, vol. 38, 835-845, 2007;

Mecsi, J. Geotechnical Engineering Examples and Solutions Using the Cavity Expansion Theory, Geotechnical Society, Hungary, 2013, 232 p.;

ZBGG Consult, Determination of soil properties, 2012, 118 p.;

Turček, P. & Frankovská, J. & Súľovská, M. Design of geotechnical construction. Bratislava, Slovakia, 2010, 138 p.;

Schanz, T. & Vermeer, P. A. & Bonnier, P. G., 1999. The hardening soil model: Formulation and verification. Beyound 2000 in computationa l geotechnics – 10 Years of Plaxis. Balkema, Rotterdam, 1999.;