kw.\*:("Etude laboratoire")
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Corrosion protected cable bolts in long-term reinforcementSATOLA, I; HAKALA, M.ISRM Regional Symposium EUROCK 2001. 2001, pp 377-382, isbn 90-2651-821-8Conference Paper
Les études de laboratoire en exploration pétrolière = Laboratory studies in petroleum explorationLAURIER, D.Géologues (Paris). 1997, Num 114, pp 27-29, issn 0016-7916Article
Laboratory simulation of clast abrasionLEWIN, J; BREWER, P. A.Earth surface processes and landforms. 2002, Vol 27, Num 2, pp 145-164, issn 0197-9337Article
Essais de laboratoire et rapports de terrain = Laboratory tests and field reportsROUCHEUX, D.Géologues (Paris). 2002, Num 132, pp 13-20, issn 0016-7916Article
A comprehensive laboratory test program to study the behavior of modified geometry cable bolt supportMOOSAVI, M; BAWDEN, W. F; HYETT, A. J et al.NARMS'96 : North American Rocks Mechanics Symposium. A Regional Conference of ISRM. 1996, pp 209-216, isbn 90-5410-838-X, 2VolConference Paper
Prediction of tool force and twist action on TBM gauge cuttersSATO, K; ITAKURA, K; GONG, F et al.NARMS'96 : North American Rocks Mechanics Symposium. A Regional Conference of ISRM. 1996, pp 677-683, isbn 90-5410-838-X, 2VolConference Paper
Laboratory investigation of factors affecting borehole breakoutsKUTTER, H. K; REHSE, H.EUROCK'96, ISRM International symposium. 1996, pp 751-758, isbn 90-5410-843-6, 2VolConference Paper
A large scale plane strain test facilityDE S. UDAKARA, D; KAY, J. N.ISC'98 : International Conference on site characterization. 1998, pp 889-892, isbn 90-5410-939-4Conference Paper
Le PNEUSOL dissipateur de pression = The PNEUSOL dissipating pressureLONG, N. T; LAREAL, P; BOULEBNANE, A et al.La Revue marocaine du génie civil. 1997, Num 71, pp 16-18, issn 0851-7916Conference Paper
Soil suction measurement using the Xeritron Sensor in two different types of infiltration tests on a swelling soilSIEMENS, G. A; BLATZ, J. A.International Symposium on advanced experimental unsaturated soil mechanics. 2005, pp 23-26, isbn 04-1538-337-4, 4 p.Conference Paper
Testing of the yielding cable bolt achieved by debondingSATOLA, I. S.International Congress on Rock MechanicsCongrès International de Mécanique des RochesInternationaler Kongress über Felsmechanik. 1999, pp 1467-1470, isbn 90-5809-069-8Conference Paper
Kontraktionskolk : eine Literaturstudie = Contraction scouring : a review of relevant literatureHAGER, W. H.Österreichische Wasser- und Abfallwirtschaft. 1998, Vol 50, Num 5-6, pp 150-154, issn 0945-358XArticle
Performance of grouted bolts in squeezing rockBLUMEL, M.EUROCK'96, ISRM International symposium. 1996, pp 885-891, isbn 90-5410-843-6, 2VolConference Paper
A new strata control concept: A groutable friction tube support systemSTIMPSON, B.U.S. Rock Mechanics Symposium. 1999, pp 625-628, isbn 90-5809-100-7Conference Paper
Single particle crushing and the mechanical behavior of sandNAKATA, Y; KATO, Y; HYODO, M et al.International symposium on pre-failure deformation characteristics of geomaterials - IS Torino 99. 1999, pp 221-228, isbn 90-5809-076-0Conference Paper
Testing of a retaining wall constructed of waste tyresALLMAN, M. A; SIMUNDIC, G.ICEG-III : International Congress on Environmental Geotechnics. 1998, pp 655-660, isbn 90-5809-006-XConference Paper
An analytical study on progressive interface failure in pullout testing of geosyntheticsMAK, J; LO, S.-C. R; GNANENDRAN, C. T et al.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 1617-1620, isbn 90-2651-853-6, 3VolConference Paper
Diffusion of oxygen through a pulp and paper residue barrier: ReplyCABRAL, Alexandre; RACINE, Isabelle; BURNOTTE, Fabien et al.Canadian geotechnical journal. 2001, Vol 38, Num 3, issn 0008-3674, p. 661Article
Validation of grout take models with laboratory experiments and numerical calculationsERIKSSON, M; STILLE, H; JANSON, T et al.International Congress on Rock MechanicsCongrès International de Mécanique des RochesInternationaler Kongress über Felsmechanik. 1999, pp 545-548, isbn 90-5809-069-8Conference Paper
Laboratory modelling of shear behaviour of soft joints under constant normal stiffness conditionsINDRARATNA, B; HAQUE, A; AZIZ, N et al.Geotechnical and geological engineering. 1998, Vol 16, Num 1, pp 17-44, issn 0960-3182Article
ROYAL INSTITUTE FOR CULTURAL HERITAGE WEB-BASED RADIOCARBON DATABASEVAN STRYDONCK, Mark; DE ROOCK, Edwin.Radiocarbon. 2011, Vol 53, Num 2, pp 367-370, issn 0033-8222, 4 p.Article
Symposium in print: Ground and soil improvementGeotechnique. 2000, Vol 50, Num 6, issn 0016-8505, 138 p.Serial Issue
Effect of soil slope gradient on motion of rockfallKAWAHARA, S; MURO, T.International Symposium on slope stability engineering - IS- Shikoku'99. 1999, pp 1343-1348, isbn 90-5809-081-7Conference Paper
Evaluation of pull-out capacity of repeat-grouting type ground anchor by in-situ and laboratory testsWADA, H; OCHIAI, H; OMINE, K et al.International Symposium on slope stability engineering - IS- Shikoku'99. 1999, pp 907-912, isbn 90-5809-081-7Conference Paper
Foundations engineering with the method of soil thermal stabilization by microwave energyZHUSUPBEKOV, A. Z; SHEVZOV, S. F; SPEKTOR, J. I et al.Regional Conference for Africa on soil mechanics and geotechnical engineeringCongrès régional africain de la géotechnique au service du développement de l'Afrique. 1999, pp 213-215, isbn 90-5809-082-5Conference Paper