Liquefaction of sands and its evaluationROBERTSON, P. K; FEAR, C. E.International Conference on Earthquake Geotechnical Engineering. 1997, pp 1253-1289, isbn 90-5410-581-XConference Paper

Influence of confining stress on liquefaction resistanceHYNES, M. E; OLSEN, R. S.International Workshop on the physics and mechanics of soil liquefeaction. 1999, pp 145-151, isbn 90-5809-038-8Conference Paper

State of the art for the evaluation of seismic liquefaction potentialFINN, W. D. L.Computers and geotechnics. 2002, Vol 29, Num 5, pp 329-341, issn 0266-352X, 13 p.Article

Evaluation of liquefaction resistance of sands in fieldGUO, T; PRAKASH, S.Eleventh Asian Regional Conference on soil mechanics and geotechnical engineering. 2001, pp 541-546, isbn 90-5809-055-8Conference Paper

How liquefiable are cohesive soils ?PERLEA, V. G; KOESTER, J. P; PRAKASH, S et al.International Conference on earthquake geotechnical engineering. 1999, pp 611-618, isbn 90-5809-116-3Conference Paper

Liquefaction potential using different neural and neuro-fuzzy networks: A comparative studyBAMDAD, A; HABIBAGAHI, G; BERRILL, J. B et al.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 23-26, isbn 90-2651-853-6, 3VolConference Paper

Prototype piezovibrocone for evaluating soil liquefaction susceptibilityWISE, C. M; MAYNE, P. W; SCHNEIDER, J. A et al.International Conference on earthquake geotechnical engineering. 1999, pp 537-542, isbn 90-5809-116-3Conference Paper

Fundamental factors affecting liquefaction susceptibility of sandsVAID, Y. P; SIVATHAYALAN, S.International Workshop on the physics and mechanics of soil liquefeaction. 1999, pp 105-120, isbn 90-5809-038-8Conference Paper

Evaluation of liquefaction potential and lateral deformations using CPT and field case historiesBAZIAR, M; ZIAIE-MOYAED, R.ISC'98 : International Conference on site characterization. 1998, pp 977-982, isbn 90-5410-939-4Conference Paper

Evaluation of liquefaction potential for loose minefill slopesKUDELLA, P.International Symposium on slope stability engineering - IS- Shikoku'99. 1999, pp 619-624, isbn 90-5809-081-7Conference Paper

Limit states (stability, deformation, erosion...)GERMANOV, T.European Conference on Soil Mechanics and Geotechnical Engineering. 2003, pp 119-124, isbn 80-86769-02-X, 6 p.Conference Paper

Preliminary evaluation of hazard due to liquefaction for Zelazny Most tailings pondLIPINSKI, M. J; WOLSKI, W; FIORAVANTE, V et al.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 1843-1846, isbn 90-5410-891-6Conference Paper

Settlement of steel tanks in soft clays: Caripito tank farm case historyCONTRERAS, I. A; LUPINI, J. F; PESTANA, J. M et al.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 663-668, isbn 90-2651-853-6, 3VolConference Paper

Simplified analysis of piles in liquefiable soilsNANDA, A.Eleventh Asian Regional Conference on soil mechanics and geotechnical engineering. 2001, pp 483-486, isbn 90-5809-055-8Conference Paper

Influence of grain-size characteristics in determining the liquefaction potential of a soil deposit by the energy methodFIGUEROA, J. L; SAADA, A. S; ROKOFF, M. D et al.International Workshop on the physics and mechanics of soil liquefeaction. 1999, pp 237-245, isbn 90-5809-038-8Conference Paper

Liquefaction potential of sand by torsional shear testDEHGHANI, M; HABIBAGAHI, G; GHAHRAMANI, A et al.International Conference on earthquake geotechnical engineering. 1999, pp 525-530, isbn 90-5809-116-3Conference Paper

Resistance against liquefaction of ground improved by sand compaction pile methodOHBAYASHI, J; HARADA, K; YAMAMOTO, M et al.International Conference on earthquake geotechnical engineering. 1999, pp 549-554, isbn 90-5809-116-3Conference Paper

Le dimensionnement des colonnes ballastées = The design of stone columnsPRIEBE, H. J; STOEHR, B.Symposium international Identification et détermination des paramètres des sols et des roches pour les calculs géotechniquesSymposium international sur l'amélioration des sols en placeSymposium international sur les fondations superficielles. 2004, pp 489-503, isbn 2-7208-0387-1, 15 p.Conference Paper

Assessment of soil liquefaction during earthquakesLIYANAPATHIRANA, D. S; POULOS, H. G.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 195-198, isbn 90-2651-853-6, 3VolConference Paper

Analysis of gravel drains in liquefiable soilsNANDA, A.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 1637-1640, isbn 90-5410-891-6Conference Paper

A liquefaction severity index suggested for engineering practiceSONMEZ, H; GOKCEOGLU, C.Environmental geology (Berlin). 2005, Vol 48, Num 1, pp 81-91, issn 0943-0105, 11 p.Article

Elementary empirical model to assess seismic soil liquefactionPATHAK, Snehal R; DALVI, Asita N.Natural hazards (Dordrecht). 2013, Vol 69, Num 1, pp 425-440, issn 0921-030X, 16 p.Article

Stress and strain controlled cyclic undrained tests on soilsYAMASHITA, S; SUZUKI, T.Eleventh Asian Regional Conference on soil mechanics and geotechnical engineering. 2001, pp 533-536, isbn 90-5809-055-8Conference Paper

Uncertainty propagation in CPT-based liquefaction resistance evaluationJUANG, C. H; TAO, T. H.ISC'98 : International Conference on site characterization. 1998, pp 1085-1092, isbn 90-5410-939-4Conference Paper

A study on liquefaction strength characteristics of sand mixed with gravelNAGASE, H; HIRO-OKA, A; KURIYA, Y et al.International Conference on earthquake geotechnical engineering. 1999, pp 573-578, isbn 90-5809-116-3Conference Paper