Articles

Nom auteur 1	date	titre	congrès ou journal	editeur	adresse	référence
Carter J.P.	1986	Cavity expansion in cohesive frictional soils	Géotechnique			36(3):349-358
Abderrahim A.	1992	Utilisation d’un mini-pressiomètre pour la mesure directe du frottement à l’interface sol pulvérulent-inclusion	Rev. Franç. Géotech.	CFMS	Paris	61 :63–74
Agan C.	2013	Performance of Pressuremeter Tests to Estimate the Position of the Sliding Surface: A Case Study in Zonguldak Turkey	Geotech Test J.	ASTM		36:4GTJ20120059
Agan C.	2014	Determination of Relationships Between Menard Pressuremeter Test and Standard Penetration Test Data by Using ANN model: a Case Study on the Clayey Soil in Sivas Turkey	Geotech Test J.	ASTM		37:3GTJ20130123
Agan C.	2014	Determination of the deformation modulus of dispersible-intercalated-jointed cherts using the Menard pressuremeter test	Int. J. Rock Mechanics and Mining Sciences			65:20-28
Alemdag S.	2015	A simple regression based approach to estimate deformation modulus of rock masses	J. African Earth Sciences			110:75-80
Ali F.H.	1989	Generation and dissipation of excess pore pressure during pressuremeter tests - Technical note	Soils and Foundations			29(1):173–179
Amar S.	1978	L'autoforage et les caractéristiques des sols en place	Congrés AIGI			1(2):7-16
Amar S.	1983	Le pressio-pénétromètre pour la reconnaissance des sols à terre et en mer	Bull. Lab. P&C	LCPC	Paris	126 : 37-40
Amar S.	1991	Utilisation des résultats des essais pressiomètriques pour le dimensionnement des fondations en Europe	ETC4
Amar S.	1972	Essais en place et en laboratoire sur sols cohérents - comparaison des resultats	Bull. Lab. P&C	LCPC	Paris	58
Amar S.	1977	Prévision de tassement et constatation	Proc. 5th Congres du Sud-est asiatique de MSTF
Amar S.	1981	l’autoforage	Travaux			63-76
AMBROSINO R.	1973	Comportement d'un pieu sollicite horizontalement	Bull. Lab. P&C	LCPC	Paris	67
Anderson D.G.	1975	Comparison of field and laboratory moduli	Proceedings of the specialy conference on in situ measurement of soil properties	ASCE	New York	1:69–92
ARNOLD M.	1981	An Empirical Evaluation of Pressuremeter Test Data	Civil Engineering Department	University of Adelaide	South Australia.
Arsonnet G.	2013	25 MPa HyperPac Fills the Gap Between the Ménard Pressuremeter and the Flexible Dilatometer.	Geotechnical and Geological Engineering.			32. 10.1007/s10706-013-9663-1.
Arulrajah A.	2011	In Situ Testing of Soft Soil at a Case Study Site with the Self-Boring Pressuremeter	Geotech Test J.	ASTM		34:4GTJ103310
Atkinson J.H.	1991	Experimental determination of soil properties	Proc. 10th ECMSFE- Deformation of soils and displacements of structures			3:915-956
Atwood M.	1991	Sled for In Situ Penetration Testing	Geotech Test J.	ASTM		14:4GTJ10208J
Baguelin F.	1972	Étude expérimentale du comportement de pieux sollicites horizontalement	Annales de l'I.T.B.T.P.
Baguelin F.	1972	Expansion des sondes cylindriques dans les sols cohérents BLPC	Bull. Lab. P&C	LCPC	Paris	61:189-202
Baguelin F.	1972	Expansion de sondes cylindriques dans les sols cohérents	Bull. Lab. P&C	LCPC	Paris	61
Baguelin F.	1972	Expansion of cylindrical probes in cohesive soils	J. Soil Mech. Found. Eng. Div.	ASCE	New York	1129-1142
Baguelin F.	1973	Étude des pressions interstitielles developpees lors de l'essai pressiométrique	Proc. 8th ICSMFE
Baguelin F.	1973	Le pressiomètre autoforeur	Suppl. Bull. LPC	LCPC	Paris	67:9-30
Baguelin F.	1973	Le pressiomètre autoforeur	Suppl. Bull. LPC	LCPC	Paris	67:9-30
Baguelin F.	1974	The self–boring placement method of soil characteristics measurements	ASCE special publication			312-332
Baguelin F.	1974	Essais de chargement de pieux fortis dans la craie alteree	Bull. Lab. P&C	LCPC	Paris	73
Baguelin F.	1974	Mesure des caractéristiques des sols par autoforage	Bull. Lab. P&C	LCPC	Paris	81:63-72
Baguelin F.	1975	Quelques résultats théoriques sur l’essai d’expansion dans les sols et sur le frottement latéral des pieux	Bull. Lab. P&C	LCPC	Paris	78:131-136
Baguelin F.	1975	Further insights on the self-boring technique developed in France	Proceedings of the specialy conference on in situ measurement of soil properties	ASCE	New York	231-243
Baguelin F.	1975	Further insights on the self-boring technique developed in France.	Proceedings of the specialy conference on in situ measurement of soil properties	ASCE	New York	(1):231-243
Baguelin F.	1976	Interprétation d’essais réalisés à l’aide d’appareils autoforeurs dans les sols cohérents	Bull. Lab. P&C	LCPC	Paris	86:51-60
Baguelin F.	1977		Géotechnique			3:405-434
Baguelin F.	1990	Menard pressuremeter test and the behaviour of laterally loaded piles in sands	Proc. ISP3	Thomas Telford Publ.	London	381–390.
Bahar R.	1995	Forecast of creep settlements of heavy structures using pressuremeter tests	Computers and Geotechnics			17(4):507-521
Baud J.P.	2005	ISP5 Analyse des résultats pressiométriques Ménard dans un diagramme spectral [log(pLM);log(EM /pLM )] et utilisation des regroupements statistiques dans la modélisation d’un site	Proc. ISP5-PRESSIO2005 - 50 ans de pressiomètres	Presses des Pont/Gambin, Magnan & Mestat eds.	Paris	1: 167-174
Baud J.P.	2013	Soil and Rock Classification from High Pressure Borehole Expansion Tests.	Geotechnical and Geological Engineering.			32. 10.1007/s10706-013-9664-0.
BELLOTTI R.	1986	Deformation characteristics of non-cohesive soils from in situ Tests	In situ’86. Spec. Conf. In Situ.	Virginia Tech.	Blackburg.
BELLOTTI R.	1989	Interpretation of moduli from self-boring pressuremeter tests in sand	Géotechnique			39(2):269-292.
Benoit J.	1990	Self-boring pressuremeter testing of the Hackensack Meadows varved clays	Proc. ISP3	Thomas Telford Publ.	London	85–94.
Benoît J.	1985	Principal Stresses Derived from the Self-Boring Pressuremeter Tests in Soft Clays	Proc. ISP2 and its Marine Applications.	Technip - IFP et les LPC	Paris
Benoît J.	1992	Determining lateral stress in soft clays	Predictive soil mechanics : Proceedings of the Wroth Memorial Symposium	Houlsby and Schofield Eds.		135-155
Benoît J.	1995	Evaluation of jetting insertion for the self-boring pressuremeter	Can. Geotech. J.			32: 22-39
Benoît J.	1995	Evaluation of jetting insertion for the self-boring pressuremeter	Can. Geotech. J.			32:22-39
Bergado D.	1991	Prediction of Embankment Settlements by In-Situ Tests	Geotech Test J.	ASTM		14:4GTJ10211J
BEYRER C.H.	1968	Uber in-situ UberprOfungen einer Hangbewegung mittels Pressiometer-Messein-richtung	Donau-Europaische Konferenz
BOLTON M.D.	1999	A non-linear elastic/perfectly plastic analysis for plane strain undrained expansion tests	Géotechnique			49(1):133-141.
Bouafia A.	2004	Courbes P-Y des pieux isolés dans le sable. Détermination à partir de l’essai pressiométrique	Rev. Franç. Géotech.	CFMS	Paris	108 :5–15
BOURDON G.	1976	La verification des pieces elancees a inerties multiples fichees profondement dans le sol et sollicitees horizontalement et verticalement a des niveaux divers	Annales de l'I.T.B.T.P.
BOURDON G.	1977	Calcul et vérification des rideaux plans en palplanches métalliques fichées dans le sol étayés de un ou plusieurs cours d'étais ou non étayés et pouvant recevoir a sous niveaux des charges verticales importantes	Annales de l'I.T.B.T.P.			348
BOURDON G.	1980	PIEUMEN : Un programme de calcul de pieux sollicites a plusieurs niveaux et ses applications (calcul des parois moulees)	Sols Soils			34
BOURDON G.	1980	PALMEN : a Computer Program for Sheet Pile Walls using Pressuremeter Data	Sols Soils			35
Briaud J.	1979	A Special Pressure Meter and Pressure Meter Test for Pavement Evaluation and Design	Geotech Test J.	ASTM		2:3GTJ10446J
Briaud J.L.	1984	Suggested practice for drilling boreholes for pressuremeter testing	Geotech Test J.	ASTM		7(1):36–40
Briaud J.-L.	1985	Correlation Between Pressuremeter Data and Other Paramaters	Research Report.	Texas A&M University.
Briaud J.-L.	1990	Pavement design with the pavement pressuremeter	Proc. ISP3	Thomas Telford Publ.	London	401–413.
Briaud J.-L.	2013	The pressuremeter test : expanding its use - Louis Menard Lecture	Proc. 18th ICMSGE
BRONSTEIN M.I. et al.	1973	The pressuremeter method of investigating soil properties and its theoretical basis	Proc. 8th ICSMFE
BRU J.P.	1973	Prévision de tassement au pressiomètre et constatations	Proc. 8th ICSMFE
BRUZZI D.	1986	Self-Boring Pressuremeter in Po River Sand	Proc. ISP2 - The pressuremeter test and its marine application	Technip - IFP et les LPC	Paris
Bufi G.	1990	New long-term pressuremeter creep test	Proc. ISP3	Thomas Telford Publ.	London	95–104.
Burgess N.	1977	Application of pressuremeter test results in deformation analyses	Can. Geotech. J.			14(1):64–75
Burlon S.	2013	Rapport général – Session parallèle : ISP6 dernières innovations autour du pressiomètre	Proc. 18th ICMSGE
Burlon S.	2013	Une nouvelle sonde pressiométrique : atteindre le doublement du volume du trou et mesurer sans extrapolation la pression limite du sol	Proc. 18th ICMSGE
Burlon S.	2013	General report – Parallel session: ISP6 Pressuremeter test last innovations	Proc. ISP6 6th Int. Symp. on Pressuremeter Testing			4 pages
Burlon S.	2014	Model factor for the bearing capacity of piles from pressuremeter test results – Eurocode 7 approach	Géotechnique			64(7): 513-525.
Burlon S.	2015	ARSCOP: a French national project to continue the development of the pressuremeter	Proc. ISP7	ENIT
Bustamante M.	1980	Portance d'un pieu fore-tube dans le calcaire de Saint Ouen	Bull. Lab. P&C	LCPC	Paris	2428
Bustamante M.	1981	Prévision de la capacité portante des pieux isolés sous charge verticale. Règles pressiométriques et pénétrométriques	Bull. Lab. P&C	LCPC	Paris	113:83-108.
Bustamante M.	2009	Pile Design at Failure Using the Ménard Pressuremeter : an Up-Date	Proc. IFCEE ’09	ASCE.	New York
Bustamante M.	1981	Portance réelle et portance calculée des pieux isolés sollicités verticalement — Règles pressiométriques	Rev. Franç. Géotech.	CFMS	Paris	16 :17–33
Byrne P.M.	1990	Relationship between the unload shear modulus from pressuremeter tests and the maximum shear modulus for sand	Proc. ISP3	Thomas Telford Publ.	London	231–241.
CALHOON M.L.	1969	Pressuremeter field testing of soils	Civil Engineering	ASCE	New York
Cambou B.	1990	Determination of constitutive parameters from pressuremeter tests	Proc. ISP3	Thomas Telford Publ.	London	243–252.
Cambou B.	1993	Utilisation de l’essai pressiométrique pour l’identification de paramètres intrinsèques du comportement d’un sol.	Rev. Franç. Géotech.	CFMS	Paris	63:39–50
Campanella R.G.	1990	Development of the UBC self-boring pressuremeter	Proc. ISP3	Thomas Telford Publ.	London	65–72.
Campanella R.G.	1990	Evaluation of cone pressuremeter tests in soft cohesive soils	Proc. ISP3	Thomas Telford Publ.	London	125–135.
CASSAN M.	1960	Méthode pressiométrique d'étude de sols	L'Ingénieur Constructeur
CASSAN M.	1967	Le tassement des pieux - synthèse des recherches récentes	Sols-Soils			18/19/20
CASSAN M.	1969	Les essais in-situ en mecanique des sols	Construction			no 5 et no 7/8 no 10
CHANDLER R.J.	1990	Measurements of the permeability of London Clay using a self-boring permeameter	Géotechnique			40(1):113-124.
CLARKE B. G.	1993	The Interpretation pf Pressuremeter Tests to Produce Design Parameters	Proc. Wroth Memorial Symp. Predictive Soil Mechanics	Thomas Telford	London.	75-88.
Clarke B.G.	1979	In Situ Determination of Consolidation Characteristics of Saturated Clays. Design Parameters in Geotechnical Engineering	Proc. 7th ECSMFE			2:207-211
Clarke B.G.	1984	Analysis of Dunton Green retaining wall based on results of pressuremeter tests	Géotechnique			34(4):549-561.
Clarke B.G.	1989	Experience with a new high pressure self-boring pressuremeter in weak rock. Part II	Ground Engineering			22(6):45–52
Clarke B.G.	1990	Self-boring pressuremeter tests from a gallery at 220m below ground	Proc. ISP3	Thomas Telford Publ.	London	73–84.
Clarke B.G.	1992	Self-boring pressuremeter tests in weak rocks	Construction and Building Materials			6(2):91-96
Claugh G.W.	1990	The development of pressuremeter testing	Proc. ISP3	Thomas Telford Publ.	London	25–45
CLAYTON C.R.I	2011	Stiffness at small strain - research and practice	Geotechnique			61(1):5-37.
CLOUGH G.W.	1980	Self-boring Pressuremeter study of the San Francisco Bay Mud	J. Geotech. Engng. Div.	ASCE	New York	106(GT1):45-63
Collins I. F.	1992	Cavity expansion in sands under drained loading conditions	International Journal for Numerical and Analytical Methods in Geomechanics			16(1):3–23
Collins I. F.	1996	Undrained cavity expansions in critical state soils	International Journal for Numerical and Analytical Methods in Geomechanics			20(7) :489–516
Combarieu O.	1976	Essais de chargement de pieux de grandes longueurs battus dans la grave et dans l'argile raide	Bull. Lab. P&C	LCPC	Paris	82
Combarieu O.	1979	Les fondations mixtes semelle pieux	Bull. Lab. P&C	LCPC	Paris
Combarieu O.	1990	Comparaison des règles pressiométriques 1972 et 1985 de calcul de la capacité portante des pieux	Bull. Lab. P&C	LCPC	Paris	170: 101-111.
Combarieu O.	1996	A propos de la détermination de l'angle de frottement des sols pulvérulents au pressiomètre	Rev. Franç. Géotech.	CFMS	Paris	77:51–57
Combarieu O.	2001	L’essai cyclique au pressiomètre	Bull. Lab. P&C	LCPC	Paris	233:37-65
DALTON J.C.P.	1982	Fields of Stress - some measurements of the in-situ stress in a meadow in the Cambridgeshire countryside	Ground Engineering			15(4):12 -23.
DAUVISIS J.P.	1964	Etude experimentale du tassement et de la force portante de fondations superficielles	Sols Soils			10
Davidson J.	1986	New Equipment and Techniques for Use with the Cambridge Self-Boring Pressuremeter	Geotech Test J.	ASTM		9:2GTJ11037J
DELIRE G.	1967	Tassement des constructions	Rapport de recherche	Centre Scientifique et Technique de la Construction	Bruxelles	5
DENBY G.M.	1980	Self-boring Pressuremeter Tests in Clay	J. Geotech. Engng. Div.	ASCE	New York	106(GT12):1369-1387.
DENBY G.M.	1981	Laboratory and Pressuremeter Tests in Stiff Clay	Proc. 10th ICSMFE
DENBY G.M.	1982	Horizontal stress interpretation of pressuremeter tests	Proc. Conf. on Updating Subsurface Sampling of Soils and Rocks and their In-Situ Testing	ASCE	New York
DIXON N.	2006	Pressuremeter Tests in Municipal Solid Waste: Measurement of Shear Stiffness	Géotechnique			56(3):211-222
DIXON S.F.	1968	Soft rock exploration with pressure equipment	Civil Engineering	ASCE	New York
DIXON S.J.	1970	Pressuremeter Testing of soft bedrock	STP 477	ASTM
Dormieux L.	1989	Détermination de caractéristiques dynamiques d’un sol à l’aide d’un essai pressiométrique cyclique	Rev. Franç. Géotech.	CFMS	Paris	46 :31–41
Dormieux L.	1990	Determination of dynamic characteristics of a soil based on a cyclic pressuremeter test	Proc. ISP3	Thomas Telford Publ.	London	159–168.
Dormieux L.	1992	Bounding solutions for the pressuremeter modulus using variational principles in elasticity	Int. J. Numer. Anal. Meth. Geomech.			16(5):311–321
Elton D.	1981	The Effect of Elastic Tube Strength on the Pressuremeter Modulus	Geotech Test J.	ASTM		4:3GTJ10780J
Elton D.	1982	Closure to “Discussion of ‘The Effect of Elastic Tube Strength on the Pressuremeter Modulus’ by Satoru Ohya Motoh Nagura and Miyoshi Hosono” by D. J. Elton	Geotech Test J.	ASTM		5:3/4GTJ10812J
ERVIN M.C.	1980	The use of a high capacity pressuremeter for design of foundations in medium strength rock	Intern. Conf. on Structural Foundations on Rock
Fahey M.	1984	Effect of disturbance on parameters derived from Self- boring Pressuremeter tests in sand	Géotechnique			34(1):81-97.
Fahey M.	1986	Expansion of a thick cylinder of sand: a laboratory simulation of the pressuremeter test	Géotechnique			35(3):397–424
Fahey M.	1988	Self boring pressuremeter system	Geotech Test J.	ASTM		11(3):187–194
Fahey M.	1988	A Self-Boring Pressuremeter System	Geotech Test J.	ASTM		11:3GTJ10005J
Fahey M.	1990	Effect of pressuremeter compliance on measurement of shear modulus	Proc. ISP3	Thomas Telford Publ.	London	115–124.
Fahey M.	1993	A finite element study of the pressuremeter test in sand using a nonlinear elastic plastic model	Can. Geotech. J.			30:348-362
Fahey M.	1993	A finite element study of the pressumeter test in sand using a nonlinear elastic plastic model	Can. Geotech. J.			30: 348-362
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Farid M.	2013	Pencel Pressuremeter Testing to Determining P-Y Curves for Laterally Loaded Deep Foundations	Procedia Engineering			54:491-504
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Fawaz A.	2005	Analyse inverse et modélisation d’essais pressiométriques réalisés sur un sol de Beyrouth	Rev. Franç. Géotech.	CFMS	Paris	112:43–48
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Foriero A.	2016	Time-scales for the redistribution of stress in the course of pressuremeter creep tests in permafrost	Cold Regions Science and Technology			132: 44-59
Foriero A.	2016	Confined Pressuremeter Tests for the Assessment of the Theoretically Back-Calculated Cross-Anisotropic Elastic Moduli	Geotech Test J.	ASTM		39:2GTJ20150154
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Grasson A.	2015	Importance de l’amplitude des cycles sur la définition du module de rechargement au pressiomètre	Proc. ISP7	ENIT
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