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"RIB-IN-ROC" PRE-REINFORCEMENT SYSTEM FOR LARGE UNDERGROUND OPENINGSSTILLBORG BL.1980; TUNN. TUNNELL.; ISSN 0041-414X; GBR; DA. 1980; VOL. 12; NO 9; PP. 23-27; BIBL. 9 REF.Article

Prediction of the preconsolidation pressure and recompression index of soils = Prévision de la pression de préconsolidation et indice de recompression des solsNAGARAJ, T. S; SRINIVASA MURTHY, B. R.ASTM geotechnical testing journal. 1985, Vol 8, Num 4, pp 199-202, issn 0149-6115Article

Experimental study of a pseudo-preconsolidation pressure in frozen soilsJILIN QI; WEI HU; WEI MA et al.Cold regions science and technology. 2010, Vol 60, Num 3, pp 230-233, issn 0165-232X, 4 p.Article

Preconsolidation pressure of Champlain clays: 1. in situ determination. 2. laboratory determination = Pression de préconsolidation des argiles de Champlain: 1. mesures in situ, 2. mesures en laboratoireMORIN, P; LEROUEIL, S; SAMSON, L et al.Canadian geotechnical journal. 1983, Vol 20, Num 4, pp 782-816, issn 0008-3674Article

Time effects on the stress-strain behaviour of natural soft clays = Effets du temps sur le comportement contrainte-déformation d'argiles molles naturellesGRAHAM, J; CROOKS, J. H. A; BELL, A. L et al.Geotechnique. 1983, Vol 33, Num 3, pp 327-340, issn 0016-8505Article

A chronostratigraphy based on the clay preconsolidation = Une chronostratigraphie basée sur la préconsolidation de l'argileMORTARI, R.Mezhdunarodnyj geologicheskij kongress. 27. 1984, pp 129-130Conference Paper

Coefficient of Consolidation by the Slope MethodMOHAMMED SHUKRI AL-ZOUBI.ASTM geotechnical testing journal. 2008, Vol 31, Num 6, pp 526-530, issn 0149-6115, 5 p.Article

Determination of preconsolidation pressure with artificial neural networkCELIK, Semet; TAN, Ozcan.Civil engineering and environmental systems (Print). 2005, Vol 22, Num 4, pp 217-231, issn 1028-6608, 15 p.Article

Preconsolidation stress in the Vega Baja and Media areas of the River Segura (SE Spain) : Causes and relationship with piezometric level changesTOMAS, R; DOMENECH, C; MIRA, A et al.Engineering geology. 2007, Vol 91, Num 2-4, pp 135-151, issn 0013-7952, 17 p.Article

CONSOLIDATION OF FINE GRAINED COLUMBIA RIVER ALLUVIUM.RIPPE AH; SCHROEDER WL.sdIN: ANNU. ENG. GEOL. SOILS ENG. SYMP. 14. PROC.; BOISE, IDAHO; 1976; S.L.; DA. S.D.; PP. 191-207; BIBL. 8 REF.Conference Paper

PROPERTIES OF AN ARTIFICIALLY CEMENTED CLAY = PROPRIETES D'UNE ARGILE CIMENTEE ARTIFICIELLEMENTFISCHER KP; ANDERSEN KH; MOUM J et al.1979; NORGES GEOTEK. INST., PUBL.; NOR; DA. 1979; NO 126; PP. 1-10; ABS. FRE; BIBL. 14 REF.Article

Influence of Specimen Geometry on Sample Disturbance Observed in Oedometric Testing of Clay ShalesSUZANNE POWELL, J; SIEMENS, Greg; TAKE, W. Andy et al.ASTM geotechnical testing journal. 2012, Vol 35, Num 5, pp 771-783, issn 0149-6115, 13 p.Article

Normalized undrained shear strength of clay shalesGUTIERREZ, Marte; NYGARD, Runar; HØEG, Kaare et al.Engineering geology. 2008, Vol 99, Num 1-2, pp 31-39, issn 0013-7952, 9 p.Article

Evaluation of initial specimen condition and its effect on consolidation properties of saturated clayCHANG, M.-F.ASTM geotechnical testing journal. 2001, Vol 24, Num 1, pp 39-50, issn 0149-6115Article

Uncertainty of mobilized undrained shear strengthTANG, W; MESRI, G; HALIM, I et al.Soils and foundations. 1992, Vol 32, Num 4, pp 107-116, issn 0038-0806Article

A simple procedure for estimating preconsolidation pressure from soil compression curvesDIAS JUNIOR, M. S; PIERCE, F. J.Soil technology. 1995, Vol 8, Num 2, pp 139-151, issn 0933-3630Article

Limitations of conventional analysis of consolidation settlement. (The twenty-seventh Terzaghi lecture)DUNCAN, J. M.Journal of geotechnical engineering. 1993, Vol 119, Num 9, pp 1331-1359, issn 0733-9410Article

Les modules en mécanique des sols comparaison des essais triaxiaux, œdométriques et cylindres dilatables = The modulus of soil's mecanic. Comparison triaxial test, oedometric and cylindre dilatableBendadouche, Hocine; Biarez, Jean.1993, 507 p.Thesis

Determination of prestness in granular soils using AE = Détermination des précontraintes dans les sols granulaires au moyen d'émissions acoustiquesKOERNER, R. M; LORD, A. E. Jr; DEUTSCH, W. L et al.Journal of geotechnical engineering. 1984, Vol 110, Num 3, pp 346-358, issn 0733-9410Article

BORED/CAST-IN-PLACE PILES EMPLOYING SOIL COMPACTION OF HOLE BOTTOM, FOR THE "ATOMMASH" PLANT = PIEUX FORES/MOULES EN PLACE UTILISANT LE COMPACTAGE DU SOL DU FOND DU TROU POUR L'USINE "ATOMMASH"GRIGORYAN AA; CHINENKOV YU A.1980; SOIL MECH. FOUND. ENG.; ISSN 0038-0741; USA; DA. 1980 PUBL. 1981; VOL. 17; NO 6; PP. 227-232; BIBL. 4 REF.;[OSN., FUND. MEH. GRUNTOV; SUN; DA. 1980; NO 6; PP. 10-13]Article

Uniaxial sheer characteristics of powders : Effects of preconsolidation on yield history = Propriétés de cisaillement uniaxial des poudres : Effets de la préconsolidation sur l'histoire de la productionBALUAIS, G; DELPOZO, M; DODDS, J.A et al.International conference on micromechanics of granular media. 1989, pp 111-116Conference Paper

Experimental study on fracture behavior of a silty clayWANG, Jun-Jie; ZHU, Jun-Gao; CHIU, C. F et al.ASTM geotechnical testing journal. 2007, Vol 30, Num 4, pp 303-311, issn 0149-6115, 9 p.Article

Electrokinetic strengthening of soft marine claysLO, K. Y; MICIC, S; SHANG, J. Q et al.The Proceedings of the ... International Offshore and Polar Engineering Conference. 1999, issn 1098-6189, isbn 1-880653-39-7, 4Vol, Vol. 1, 590-595Conference Paper

Preconsolidation of soft compressible subsoil by the use of prefabricated vertical drains = Préconsolidation de couches molles en utilisant des drains préfabriqués verticauxHANSBO, S.Annales des travaux publics de Belgique. 1986, Num 6, pp 553-563, issn 0373-0891Article

Temperature effects on the volume change behaviour of Boom claySULTAN, N; DELAGE, P; CUI, Y. J et al.Engineering geology. 2002, Vol 64, Num 2-3, pp 135-145, issn 0013-7952Conference Paper

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