On the superposition of work dissipation in Coulomb's soilPUZRIN, A. M.International journal of solids and structures. 2001, Vol 38, Num 38-39, pp 6815-6827, issn 0020-7683Article

Evolution of stabilised creeping landslidesPUZRIN, A. M; SCHMID, A.Geotechnique. 2012, Vol 62, Num 6, pp 491-501, issn 0016-8505, 11 p.Article

Effects of the constitutive relationship on seismic response of soils. Part II. The site amplification studyPUZRIN, A. M; SHIRAN, A.Soil dynamics and earthquake engineering (1984). 2000, Vol 19, Num 5, pp 319-331, issn 0267-7261Article

Inverse long-term stability analysis of a constrained landslidePUZRIN, A. M; STERBA, I.Geotechnique. 2006, Vol 56, Num 7, pp 483-489, issn 0016-8505, 7 p.Article

Kinematic hardening model for overconsolidated claysPUZRIN, A. M; KIRSCHENBOIM, E.Computers and geotechnics. 2000, Vol 28, Num 1, pp 1-36, issn 0266-352XArticle

Kinematic hardening plasticity formulation of small strain behaviour of soilsPUZRIN, A. M; BURLAND, J. B.International journal for numerical and analytical methods in geomechanics. 2000, Vol 24, Num 9, pp 753-781, issn 0363-9061Article

A New Pressurized Vane Shear ApparatusMESSERKLINGER, S; ZUMSTEG, R; PUZRIN, A. M et al.ASTM geotechnical testing journal. 2011, Vol 34, Num 2, pp 112-121, issn 0149-6115, 10 p.Article

Catastrophic failure of submerged slopes in normally consolidated sedimentsPUZRIN, A. M; GERMANOVICH, L. N; KIM, S et al.Geotechnique. 2004, Vol 54, Num 10, pp 631-643, issn 0016-8505, 13 p.Article

On the non-intersection dilemma in multiple surface plasticityPUZRIN, A. M; HOULSBY, G. T.Geotechnique. 2001, Vol 51, Num 4, pp 369-372, issn 0016-8505Article

A logarithmic stress-strain function for rocks and soilsPUZRIN, A. M; BURLAND, J. B.Geotechnique. 1996, Vol 46, Num 1, pp 157-164, issn 0016-8505Article

Strain-based plasticity models for soils and the BRICK model as an example of the hyperplasticity approachPUZRIN, A. M; HOULSBY, G. T.Geotechnique. 2001, Vol 51, Num 2, pp 169-172, issn 0016-8505Article

New planar velocity fields for upper bound limit analysisPUZRIN, A. M; RANDOLPH, M. F.International journal of solids and structures. 2003, Vol 40, Num 13-14, pp 3603-3619, issn 0020-7683, 17 p.Article

Rate-dependent hyperplasticity with internal functionsPUZRIN, A. M; HOULSBY, G. T.Journal of engineering mechanics. 2003, Vol 129, Num 3, pp 252-263, issn 0733-9399, 12 p.Article

Upper bound limit analysis of circular foundations on clay under general loadingRANDOLPH, M. F; PUZRIN, A. M.Geotechnique. 2003, Vol 53, Num 9, pp 785-796, issn 0016-8505, 12 p.Article

Non-linear model of small-strain behaviour of soilsPUZRIN, A. M; BURLAND, J. B.Geotechnique. 1998, Vol 48, Num 2, pp 217-233, issn 0016-8505Article

A new versatile expression for yield and platic potential surfacesLAGIOIA, R; PUZRIN, A. M; POTTS, D. M et al.Computers and geotechnics. 1996, Vol 19, Num 03, pp 171-191, issn 0266-352XArticle

Engineered use of microbial gas production to decrease primary consolidation settlement in clayey soilsPUZRIN, A. M; TRONT, J; SCHMID, A et al.Geotechnique. 2011, Vol 61, Num 9, pp 785-794, issn 0016-8505, 10 p.Article

Microbial fuel cell biosensor for in situ assessment of microbial activityTRONT, J. M; FORTNER, J. D; PLÖTZE, M et al.Biosensors & bioelectronics. 2009, Vol 24, Num 4, pp 586-590, issn 0956-5663, 5 p.Article

A thermomechanical model for claysEINAV, I; PUZRIN, A. M.International Symposium on Deformation Characteristics of Geomaterials. 2003, pp 1079-1086, isbn 90-5809-604-1, 8 p.Conference Paper

Evaluation of a small strain model for overconsolidated claysPUZRIN, A. M; KIRSHENBOIM, U.International symposium on pre-failure deformation characteristics of geomaterials - IS Torino 99. 1999, pp 483-490, isbn 90-5809-076-0Conference Paper

The influence of pre-failure soil stiffness on the numerical analysis of tunnel constructionADDENBROOKE, T. I; POTTS, D. M; PUZRIN, A. M et al.Geotechnique. 1997, Vol 47, Num 3, pp 693-712, issn 0016-8505Article

Continuous hyperplastic models for overconsolidated claysEINAV, I; PUZRIN, A. M; HOULSBY, G. T et al.Mathematical and computer modelling. 2003, Vol 37, Num 5-6, pp 515-523, issn 0895-7177, 9 p.Article

Use of fibre-optic sensors for simple assessment of ground surface displacements during tunnellingHAUSWIRTH, D; PUZRIN, A. M; CARRERA, A et al.Geotechnique. 2014, Vol 64, Num 10, pp 837-842, issn 0016-8505, 6 p.Article