Publications

2004-...

2003

• I. Herle (2003).
  Základy matematického modelování v geomechanice.
  Karolinum, Praha, 162 pp.

• I. Herle (2003).
  Constitutive models for numerical simulations.
  In D. Kolymbas (ed.), Rational Tunnelling, Summerschool, Innsbruck. Advances in Geotechnical Engineering and Tunnelling, Vol. 8, Logos Verlag, Berlin, 27-60.

• I. Herle (2003).
  Numerical predictions and reality.
  In D. Kolymbas (ed.), Advanced Mathematical and Computational Geomechanics, Springer, 167-194.

• I. Herle (2003).
  Essentials of constitutive models for soils.
  In C. Viggiani (ed.), Constitutive Modelling and Analysis of Boundary Value Problems in Geotechnical Engineering, Universitá degli Studi di Napoli Federico II, 139-155.

• I. Herle (2003).
  Constitutive models in geotechnical engineering.
  In J. Náprstek, C. Fischer (eds.), Engineering Mechanics 2003, ITAM ASCR, CD-ROM, Paper no. 164, 1-13.

• D. Kolymbas, I. Herle (2003).
  Shear and objective stress rates in hypoplasticity.
  Int. J. for Numerical and Analytical Methods in Geomechanics, 27(9):733-744.

• D. Kolymbas, I. Herle, V. Cermák (2003).
  Multimediale Lehrmittel für die Universitätsausbildung in der Geotechnik.
  Österreichische Ingenieur- und Architekten-Zeitschrift, 148(2):54-56.

• D. Kolymbas, M. Mähr, I. Herle (2003).
  Numerische Simulation der Ringspaltverpressung.
  In: Beiträge anlässlich des 60. Geburtstages von Herrn Professor Dr. Stephan Semprich, TU Graz, Heft 16: 145-153.

2002

• J. Boháč, I. Herle, D. Mašín (2002).
  Stress and strain dependent stiffness in a numerical model of a tunnel.
  In 2nd Int. Conf. on Soil Structure Interaction in Urban Civil Engineering, ETH Zurich. Vol. 2, 357-364.

• I. Herle (2002).
  Difficulties related to numerical predictions of deformations.
  In S. Springman (ed.), Constitutive and Centrifuge Modelling: Two Extremes, Workshop in Monte Verita, Switzerland. A.A.Balkema Publishers, 239-248.

• I. Herle and J. Feda (2002).
  Interaction of spread footings with sandy subsoil. Part 2: Plane strain FE modelling.
  Engineering Mechanics, 9(4):259-272.

• V. Herle and I. Herle (2002).
  Road embankments with reinforced base on peat.
  In P. Delmas, J. Gourc, and H. Girard (editors), Geosynthetics - 7th ICG, Nice. Swets and Zeitlinger, 173-176.

• D. Kolymbas, M. Mähr and I. Herle (2002).
  Tail gap grouting.
  In Urban underground space: a resource for cities, Torino. Associazione Georisorse e Ambiente.

2001

• I. Herle (2001).
  Ad "O přetvárných charakteristikách zemin a skalních hornin". Diskuse k článku K. Drozda in Geotechnika č.2, 2001.
  Geotechnika, 4(4):3.

• K.-D. Beyer, R. Herrmann, F. Ohlendorf, T. Sembdner, P.-A. von Wolffersdorff, I. Herle, and D. Kolymbas (2001).
  Konsolidation und Stoffaustrag von Aufbereitungsrückständen des Uranerzbergbaues.
  Geotechnik 24(4):253-262.

• I. Herle (2001).
  Rozvoj numerického modelování v geomechanice II.
  Geotechnika, 4(1):3-7.

• I. Herle (2001).
  Sensitivitätsanalyse der Konsolidierungsberechnung.
  Bautechnik 78(9):627-634.

• I. Herle and J. Feda (2001).
  Interaction of spread footings with sandy subsoil. Part 1: State of the art.
  Engineering Mechanics, 8(2):137-148.

• I. Herle and V. Herle (2001).
  Road construction on a soft organic subsoil.
  In Proc. XV Int. Conf. Soil Mech. and Geot. Eng., Istanbul, Vol. 3, 2081-2084.

• I. Herle and D. Kolymbas (2001).
  Pressure- and density-dependent bifurcation of soils.
  In H.-B. Mühlhaus et al, editor, Bifurcation and Localisation Theory in Geomechanics, Swets & Zeitlinger, Lisse, 53-58.

2000

• E. Bauer and I. Herle (2000).
  Stationary states in hypoplasticity.
  In D. Kolymbas, editor, Constitutive Modelling of Granular Materials, Horton, Springer, 167-192.

• I. Herle (2000).
  Influence of pressure level and stress amplitude on the compaction of granular soils.
  In D. Kolymbas and W. Fellin, editors, Compaction of Soils, Granulates and Powders, Innsbruck, A.A.Balkema, 285-295.

• I. Herle (2000).
  Granulometric limits of hypoplastic models.
  TASK Quarterly, 4(3):389-407.

• I. Herle (2000).
  Rozvoj numerického modelování v geomechanice I.
  Geotechnika, 3(4):3-7.

• I. Herle, T. Doanh and W. Wu (2000).
  Comparison of hypoplastic and elastoplastic modelling of undrained triaxial tests on loose sand.
  In D. Kolymbas, editor, Constitutive Modelling of Granular Materials , Horton, Springer, 335-351.

• I. Herle and D. Kolymbas (2000).
  Mechanisches Verhalten von Silogütern.
  In J. Eibl and G. Gudehus, editors, Silobauwerke und ihre spezifischen Beanspruchungen, Wiley-VCH, 105-128.

1999

• T. Doanh, E. Ibraim, P. Dubujet, R. Matiotti, and I. Herle (1999).
  Static liquefaction of very loose Hostun RF sand: Experiments and modelling.
  In P. V. Lade and J. A. Yamamuro, editors, Int. Workshop Physics and Mechanics of Soil Liquefaction, Baltimore, A.A.Balkema, 17-28.

• I. Herle (1999).
  Ztekucení písčitých výsypek lužických hnědouhelných dolů.
  27. Konference Zakládání stavebi, Brno, Akademické nakladatelství CERM, 5-9.

• I. Herle and T. Doanh (1999).
  Verification of a hypoplastic model with static liquefaction tests on Hostun RF sand.
  In M. Jamiolkowski, R. Lancellotta, and D. Lo Presti, editors, Proc. 2nd Int. Symp. on Pre-failure Deformation Characteristics of Geomaterials, Torino, A.A.Balkema, Vol. 1, 525-532.

• I. Herle and G. Gudehus (1999).
  Determination of parameters of a hypoplastic constitutive model from properties of grain assemblies.
  Mechanics of Cohesive-Frictional Materials, 4(5):461-486.

• I. Herle, V. Herle, I. Novotná, C. Karcher, and K. Nübel (1999).
  Settlement calculations of highway embankment on soft ground.
  In F. Barends, J. Lindenberg, H. Luger, L. de Quelerij, and A. Verruijt, editors, Proc. 12th Europ. Conf. Soil Mech. Geotech. Eng., Amsterdam, A.A.Balkema, Vol. 2, 1089-1094.

• I. Herle and P.-M. Mayer (1999).
  Verformungsberechnung einer Unterwasserbetonbaugrube auf der Grundlage hypoplastisch ermittelter Parameter des Berliner Sandes.
  Bautechnik, 76(1):34-48.

• I. Herle and K. Nübel (1999).
  Hypoplastic description of the interface behaviour.
  In G. Pande, S. Pietruszczak, and H. Schweiger, editors, Int. Symp. Numerical Models in Geomechanics, NUMOG VII, Graz, A.A.Balkema, 53-58.

• I. Herle and J. Tejchman (1999).
  Chování modelového základu na povrchu písku. Prognóza typu "A" a srovnání s experimenty.
  In 4th Int. Geotechnical Conf.: Prediction and verification in geotechnical engineering, Bratislava, 89-94.

• K. Nübel, C. Karcher, and I. Herle (1999).
  Ein einfaches Konzept zur Abschätzung von Setzungen.
  Geotechnik, 22(4):251-258.

• J. Tejchman and I. Herle (1999).
  A "class A" prediction of the bearing capacity of plane strain footings on sand.
  Soils and Foundations, 39(5):47-60.

• J. Tejchman and I. Herle (1999).
  Effect of dilatancy constraint on the shear behaviour of granular bodies.
  In 4th Int. Geotechnical Conf.: Prediction and verification in geotechnical engineering, Bratislava, 115-120.

• J. Tejchman, I. Herle, and W. Wehr (1999).
  FE studies on the influence of initial void ratio, pressure level and mean grain diameter on shear localisation.
  International Journal for Numerical and Analytical Methods in Geomechanics, 23(15):2045-2074.

• W. Wehr, I. Herle, P. Kudella, and G. Gudehus (1999).
  Case study of a liquefiable mine tailing sand deposit.
  In N. Yagi, T. Yamagami, and J.-C. Jiang, editors, Proc. Int. Symp. on Slope Stability Engineering, Shikoku, Vol. 2, 847-852.

1998

• I. Herle (1998).
  Drawbacks of oversimplified soil models in the numerical modelling of soil-structure interaction.
  In Int. Sci. Conf. 60th Anniversary of the Faculty of Civil Eng., Slovak University of Technology, 223-228.

• I. Herle (1998).
  A relation between parameters of a hypoplastic constitutive model and grain properties.
  In T. Adachi, F. Oka, and A. Yashima, editors, Proc. 4th Int. Workshop on Localization and Bifurcation Theory for Soils and Rocks, Gifu, A.A.Balkema, 91-98.

• I. Herle, W. Wehr, and G. Gudehus (1998).
  Influence of macrovoids on sand behaviour.
  In 2nd Int. Conf. on Unsaturated Soils, Beijing, 60-65.

• D. Kolymbas and I. Herle (1998).
  Hypoplasticity: A framework to model granular materials.
  In B. Cambou, editor, Behaviour of granular materials. CISM courses and lectures No. 385, Springer, 239-268.

• W. Wehr, I. Herle, and G. Gudehus (1998).
  Sand anchors - simulations with a Couette device.
  In T. Adachi, F. Oka, and A. Yashima, editors, Proc. 4th Int. Workshop on Localization and Bifurcation Theory for Soils and Rocks, Gifu, A.A.Balkema, 189-198.

1997

• I. Herle (1997).
  Hypoplastic model in soil-structure interaction.
  In 3rd Int. Geotechnical Conf.: Soil-Structure Interaction, Bratislava, 15-20.

• I. Herle (1997).
  Hypoplastizität und Granulometrie einfacher Korngerüste.
  Veröffentlichungen des Institutes für Bodenmechanik und Felsmechanik der Universität Fridericiana in Karlsruhe, Heft 142.

• I. Herle (1997).
  On parameters for geotechnical calculations.
  In 25. Konference Zakládání staveb, Brno, 16-19.

• I. Herle and J. Tejchman (1997).
  Effect of grain size and pressure level on bearing capacity of footings on sand.
  In A. Asaoka, T. Adachi, and F. Oka, editors, IS-Nagoya'97: Deformation and Progressive Failure in Geomechanics, Pergamon, 781-786.

• A. Niemunis and I. Herle (1997).
  Hypoplastic model for cohesionless soils with elastic strain range.
  Mechanics of Cohesive-Frictional Materials, 2(4):279-299.

• W. Wehr, J. Tejchman, I. Herle, and G. Gudehus (1997).
  Sand anchors - a shear zone problem.
  In A. Asaoka, T. Adachi, and F. Oka, editors, IS-Nagoya'97: Deformation and Progressive Failure in Geomechanics, Pergamon, 787-792.

1995

• J. Boháč, J. Feda, I. Herle, and P. Klablena (1995).
  Properties of fissured Brno clay.
  In Proc. XI Europ. Conf. Soil Mech. and Found. Eng., Copenhagen, Vol. 3, 19-24.

• J. Feda, J. Boháč, and I. Herle (1995).
  Shear resistance of fissured Neogene clays.
  Engineering Geology 39:171-184.

• J. Feda, J. Boháč, and I. Herle (1995).
  K0-compression of reconstituted loess and sand with stress perturbations.
  Soils and Foundations 35(3):97-104.

• J. Feda, J. Boháč, and I. Herle (1995).
  Physical similitude and structural collapse in K0 compression of soils.
  Journal of Geotechnical Engineering ASCE 121(2):210-215.

• J. Feda, I. Herle, J. Kurka, and J. Zavoral (1995).
  Neogene clays and claystones of Western Bohemia.
  In Proc. XI Europ. Conf. Soil Mech. and Found. Eng., Copenhagen, Vol. 7, 69-74.

• D. Kolymbas, I. Herle, and P.-A. von Wolffersdorff (1995).
  Hypoplastic constitutive equation with back stress.
  International Journal for Numerical and Analytical Methods in Geomechanics, 19(6):415-446.

• S. Stazhevski, D. Kolymbas, and I. Herle (1995).
  Sand anchors, theory and application.
  In R. Widman, editor, Intern. Symp. Anchors in Theory and Practice, Salzburg, A.A.Balkema, 367-372.

1994

• J. Feda, J. Herštus, I. Herle, and M. Štastný (1994).
  Landfills of waste clayey material.
  In Proc. XIII Int. Conf. Soil Mech. and Found. Eng., New Delhi, 1623-1628.

1993

• J. Feda, J. Boháč, and I. Herle (1993).
  Compression of collapsed loess: Studies on bonded and unbonded soils. Engineering Geology 34:95-103.

• J. Feda, J. Boháč, and I. Herle (1993).
  End restraint in triaxial testing of soils. Acta Technica CSAV 38:197-220.

1992

• I. Herle (1992).
  Role of tensile force distribution in reinforced embankments.
  Inženýrské stavby 40(12):462-464.

1991

• I. Herle (1991).
  Vliv struktury elektrárenského popílku na jeho pevnost.
  Inženýrské stavby 39(8):280-281.