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Extremal paths and holonomic constitutive laws in elastoplasticityREDDY, B. D; MARTIN, J. B; GRIFFIN, T. B et al.Quarterly of applied mathematics. 1987, Vol 45, Num 3, pp 487-502, issn 0033-569XArticle

The route that forces takeSKAKOON, James G.Mechanical engineering (New York, N.Y. 1919). 2008, Vol 130, Num 9, pp 39-42, issn 0025-6501, 4 p.Article

The influence of deformation path on adaptation process of a solidSACZUK, J.Archives of Mechanics. 1997, Vol 49, Num 3, pp 525-545, issn 0373-2029Conference Paper

Influence of stress path on excavation unloading responseXIBING LI; WENZHUO CAO; ZILONG ZHOU et al.Tunnelling and underground space technology. 2014, Vol 42, pp 237-246, issn 0886-7798, 10 p.Article

The interaction between yielding supports and squeezing groundCANTIENI, L; ANAGNOSTOU, G.Tunnelling and underground space technology. 2009, Vol 24, Num 3, pp 309-322, issn 0886-7798, 14 p.Article

DEM Simulations of Undrained Triaxial Behavior of Granular MaterialGONG, Guobin; THORNTON, Colin; CHAN, Andrew H. C et al.Journal of engineering mechanics. 2012, Vol 138, Num 6, pp 560-566, issn 0733-9399, 7 p.Article

On the measurement of critical state parameters of dense granular soilsJIAN CHU; LO, S.-C. R.ASTM geotechnical testing journal. 1993, Vol 16, Num 1, pp 27-35, issn 0149-6115Article

Nonequilibrium response in attenuating smooth plane-wave frontsSANO, Y.Journal of applied physics. 1991, Vol 69, Num 5, pp 2987-2997, issn 0021-8979, 11 p.Article

On deformation under strain path with a cornerGUPTA, N. K; LAUERT, H.-A; ZDEBEL, U et al.Zeitschrift für angewandte Mathematik und Mechanik. 1990, Vol 70, Num 8, pp 325-330, issn 0044-2267, 6 p.Article

Yield stress after double strain-path changeVIEIRA, M. F; FERNANDES, J. V; CHAPARRO, B et al.Materials science & engineering. A, Structural materials : properties, microstructure and processing. 2000, Vol 284, Num 1-2, pp 64-69, issn 0921-5093Article

Stress loading paths in elastic-plastic wave propagationSPECHT, U; LIN, X; BALLMANN, J et al.Zeitschrift für angewandte Mathematik und Mechanik. 1998, Vol 78, pp S741-S742, issn 0044-2267, SUP2Conference Paper

Prandtl-Reuss elastoplasticity : On-off switch and superposition formulaeHONG, H.-K; LIU, C.-S.International journal of solids and structures. 1997, Vol 34, Num 33-34, pp 4281-4304, issn 0020-7683Article

An interpretation of subloading tij model in the context of conventional elastoplasticity theoryPEDROSO, Dorival M; FARIAS, Marcio M; NAKAI, Teruo et al.Soils and foundations. 2005, Vol 45, Num 4, pp 61-77, issn 0038-0806, 17 p.Article

Effect of Pre-Shear Stress Path on Nonlinear Shear Stiffness Degradation of Cohesive SoilsCHOO, Jinhyun; JUNG, Young-Hoon; CHO, Wanjei et al.ASTM geotechnical testing journal. 2013, Vol 36, Num 2, pp 198-205, issn 0149-6115, 8 p.Conference Paper

Development of a new hollow cylinder apparatus for stress path measurements over a wide strain rangeO'KELLY, Brendan C; NAUGHTON, Patrick J.ASTM geotechnical testing journal. 2005, Vol 28, Num 4, pp 345-354, issn 0149-6115, 10 p.Article

Analytical solutions for a three-invariant Cam clay model subjected to drained loading historiesPERIC, Dunja.International journal for numerical and analytical methods in geomechanics. 2006, Vol 30, Num 5, pp 363-387, issn 0363-9061, 25 p.Article

Modelling mechanical behaviour of limestone under reservoir conditionsCOELHO, Lucia Carvalho; SOARES, Antonio Claudio; EBECKEN, Nelson Francisco F et al.International journal for numerical and analytical methods in geomechanics. 2006, Vol 30, Num 14, pp 1477-1500, issn 0363-9061, 24 p.Article

Compaction, permeability evolution and stress path effects in unconsolidated sand and weakly consolidated sandstoneNGUYEN, V. H; GLAND, N; DAUTRIAT, J et al.International journal of rock mechanics and mining sciences (1997). 2014, Vol 67, pp 226-239, issn 1365-1609, 14 p.Article

Influence of Unloading Rate on the Strainburst Characteristics of Beishan Granite Under True-Triaxial Unloading ConditionsZHAO, X. G; WANG, J; CAI, M et al.Rock mechanics and rock engineering. 2014, Vol 47, Num 2, pp 467-483, issn 0723-2632, 17 p.Article

Elastic Dispersion Derived from a Combination of Static and Dynamic MeasurementsFJÆR, Erling; STROISZ, Anna M; HOLT, Rune M et al.Rock mechanics and rock engineering. 2013, Vol 46, Num 3, pp 611-618, issn 0723-2632, 8 p.Article

A new ring-shear device for testing rocks under high normal stress and dynamic conditionsLIAO, Cheng-Jie; LEE, Der-Her; WU, Jian-Hong et al.Engineering geology. 2011, Vol 122, Num 1-2, pp 93-105, issn 0013-7952, 13 p.Article

Influence of stress path on tunnel excavation response : Numerical tool selection and modeling strategyCAI, M.Tunnelling and underground space technology. 2008, Vol 23, Num 6, pp 618-628, issn 0886-7798, 11 p.Article

Effects of accelerating and decelerating tramway loads on bituminous pavementHAMMOUM, Ferhat; CHABOT, Armelle; ST-LAURENT, Denis et al.Materials and structures. 2010, Vol 43, Num 9, pp 1257-1269, issn 1359-5997, 13 p.Article

The Effect of the Stress Path on Squeezing Behavior in TunnelingCANTIENI, Linard; ANAGNOSTOU, Georgios.Rock mechanics and rock engineering. 2009, Vol 42, Num 2, pp 289-318, issn 0723-2632, 30 p.Article

Laboratory study on soil behavior in loess slope subjected to infiltrationZHOU, Y. F; THAM, L. G; YAN, W. M et al.Engineering geology. 2014, Vol 183, pp 31-38, issn 0013-7952, 8 p.Article

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