Quality requirements for static liquefaction test of soil in triaxial apparatus

[1] Alarcon-Guzman, A., Leonards, G.A., &Chameau J.L. (1988). Undrained Monotonic and Cyclic Strength of Sands. Journal of Geotechnical Engineering Division, ASCE. Vol.10, 1089–1109. Alarcon-GuzmanA. LeonardsG.A. ChameauJ.L. 1988 Undrained Monotonic and Cyclic Strength of Sands Journal of Geotechnical Engineering Division, ASCE 10 1089 1109 Search in Google Scholar

[2] Been, K., & Jefferies, M.G. (1985). A Re-evaluation of Conventional Triaxial Test Methods. Geotechnique. Vol.35, No.2, 99–112. BeenK. JefferiesM.G. 1985 A Re-evaluation of Conventional Triaxial Test Methods Geotechnique 35 2 99 112 Search in Google Scholar

[3] Ishihara, K., Tatsuoka, F., & Yasuda, S. (1975). Undrained Deformation and Liquefaction of Sand Under Cyclic Stresses. Soil and Foundations. Vol.15, No.1., 29–44. IshiharaK. TatsuokaF. YasudaS. 1975 Undrained Deformation and Liquefaction of Sand Under Cyclic Stresses Soil and Foundations 15 1 29 44 Search in Google Scholar

[4] Ishihara, K. (1993). Liquefaction and Flow Failure During Earthquakes. Geotechnique. Vol.43, n.3, 351–415. IshiharaK. 1993 Liquefaction and Flow Failure During Earthquakes Geotechnique 43 3 351 415 Search in Google Scholar

[5] Kuerbis, R.H., & Vaid, Y.P. (1989). Undrained behaviour of clean and silty sands. Proc. of discussion session on influence of local conditions on seismic response, XII International Conference on Soil Mechanics and Foundation Engineering, Rio de Janeiro, pp. 91–100. KuerbisR.H. VaidY.P. 1989 Undrained behaviour of clean and silty sands Proc. of discussion session on influence of local conditions on seismic response, XII International Conference on Soil Mechanics and Foundation Engineering Rio de Janeiro 91 100 Search in Google Scholar

[6] Ladd, CC. (1978). Preparing test specimen using under-compaction. Geotechnical Testing Journal, 1,16–23. LaddCC. 1978 Preparing test specimen using under-compaction Geotechnical Testing Journal 1 16 23 Search in Google Scholar

[7] Lipiński, M.J. (2000). Undrained response of cohesionless soils to monotonic loading. PhD thesis. Faculty of Hydro and Environmental Engineering. Gdansk. LipińskiM.J. 2000 Undrained response of cohesionless soils to monotonic loading PhD thesis. Faculty of Hydro and Environmental Engineering Gdansk Search in Google Scholar

[8] Lipiński. M.J., Wdowska, M., & Wudzka, A., (2020). Capability of triaxial apparatus with respect to evaluation of nonlinearity of soil stiffness. Archives of Civil Engineering, Vol. LXVI (1), 69–80. LipińskiM.J. WdowskaM. WudzkaA. 2020 Capability of triaxial apparatus with respect to evaluation of nonlinearity of soil stiffness Archives of Civil Engineering LXVI 1 69 80 Search in Google Scholar

[9] Lipiński M.J., & Wdowska, M. (2004). Influence of end restraint on stiffness distribution determined in triaxial tests. Annals of Warsaw Agricultural University land Reclamation, V35a, 193–201. LipińskiM.J. WdowskaM. 2004 Influence of end restraint on stiffness distribution determined in triaxial tests Annals of Warsaw Agricultural University land Reclamation V35a 193 201 Search in Google Scholar

[10] Mele, L., Tian, J.T., Lirer, S., Flora, A. & Koseki, J. (2019). Liquefaction resistance of unsaturated sands: Experimental evidence and theoretical interpretation. Géotechnique, 69, 541–553 MeleL. TianJ.T. LirerS. FloraA. KosekiJ. 2019 Liquefaction resistance of unsaturated sands: Experimental evidence and theoretical interpretation Géotechnique 69 541 553 Search in Google Scholar

[11] Miura, S., & Kawamura, S. (1996). A Procedure Minimizing Membrane Penetration Effects in Undrained Triaxial Test. Soils and Foundations, Vol.36(4), 119–126. MiuraS. KawamuraS. 1996 A Procedure Minimizing Membrane Penetration Effects in Undrained Triaxial Test Soils and Foundations 36 4 119 126 Search in Google Scholar

[12] Newland, P.L. & Allely, B.H. (1957). Volume changes in drained triaxial tests on granular materials, Geotechnique 7(1), 17–34. NewlandP.L. AllelyB.H. 1957 Volume changes in drained triaxial tests on granular materials Geotechnique 7 1 17 34 Search in Google Scholar

[13] Robertson, P.K. (1993). Dresign consideration for liquefaction. US-Japan Workshop, June 1993. RobertsonP.K. 1993 Dresign consideration for liquefaction US-Japan Workshop, June 1993. Search in Google Scholar

[14] Świdziński, W., & Smyczyński, M. (2022). Modelling of Static Liquefaction of Partially Saturated Non-Cohesive Soils. Applied Science, 12, 2076. ŚwidzińskiW. SmyczyńskiM. 2022 Modelling of Static Liquefaction of Partially Saturated Non-Cohesive Soils Applied Science 12 2076 Search in Google Scholar

[15] Tatsuoka, F., Molenkamp, F., Torii, T., & Hino, T. (1984). Behavior of lubrication layers of platens in element test. Soils and Foundations, Vol. 24 (1), 113–128. TatsuokaF. MolenkampF. ToriiT. HinoT. 1984 Behavior of lubrication layers of platens in element test Soils and Foundations 24 1 113 128 Search in Google Scholar

[16] Terzaghi, K., & Peck, R. B. (1948). Soil mechanics in engineering practice. 2^nd end, Chichester: Wiley. TerzaghiK. PeckR. B. 1948 Soil mechanics in engineering practice 2nd end Chichester Wiley Search in Google Scholar

[17] Vaid, Y. P., & Chern, J. C. (1983). Effect of Static Shear on Resistance to Liquefaction. Soils and Foundations, Vol. 23, No.1, 47–60. VaidY. P. ChernJ. C. 1983 Effect of Static Shear on Resistance to Liquefaction Soils and Foundations 23 1 47 60 Search in Google Scholar

[18] Verdugo, R.A. (1989). Effect of fines content on the steady-state of deformation on sandy soils. University of Tokyo, Tokyo, Japan September 1989. VerdugoR.A. 1989 Effect of fines content on the steady-state of deformation on sandy soils University of Tokyo Tokyo, Japan September 1989 Search in Google Scholar