kw.\*:("Ensayo carga")
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Ground displacement screw piles project in Belgium - 72-pile load testing program on two different sitesHUYBRECHTS, N; MAERTENS, J; HOLEYMAN, A et al.European Conference on soil mechanics and geotechnical engineering. 2003, pp 185-190, isbn 80-86769-01-1, 6 p.Conference Paper
International development of the field compressometerSTROUT, J. M; SENNESET, K.ISC'98 : International Conference on site characterization. 1998, pp 857-862, isbn 90-5410-939-4Conference Paper
A propos des essais de chargement en grandeur réelle sur colonnes ballastées = About full scale load tests on stone columnsCORNEILLE, S; MASROURI, F.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 551-566, isbn 2-7208-0387-1, 16 p.Conference Paper
Bearing mechanism of pileWADA, A; NHAN, N. T.European Conference on soil mechanics and geotechnical engineering. 2003, pp 419-424, isbn 80-86769-01-1, 6 p.Conference Paper
Behaviour of pile group containing defective pilesXU, K. J; POULOS, H. G.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 1039-1042, isbn 90-2651-853-6, 3VolConference Paper
Etude expérimentale et théorique du comportement des pieux sous charge horizontale = Experimental and theoretical study of the behaviour of piles under horizontal loadingEJJAAOUANI, H; MAGNAN, J. P; SHAKHIVER, V et al.La Revue marocaine du génie civil. 1998, Num 76, pp 23-33, issn 0851-7916Article
Recent trends in the load tests of pilesAOKI, H.Tsuchi to kiso. 1995, Vol 43, Num 5, pp 13-18, issn 0041-3798, 87 [7 p.]Article
A transducer for measuring normal and shear stresses = Un transducteur pour la mesure des contraintes normales et de cisaillementROWLANDS, G.O; DELPAK, R; WERSCHING, S.N et al.Conference geotechnical Instrumentation in Civil Engineering Projects. 1990, pp 629-648Conference Paper
Characteristic load-settlement behaviour of shallow foundationsLUTENEGGER, A. J; ADAMS, M. T.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 381-392, isbn 2-7208-0387-1, 12 p.Conference Paper
Permanent deformations of unbound materials of road pavement in accelerated pavement testsKORKIALA-TANTTU, L; LAAKSONEN, R.European Conference on soil mechanics and geotechnical engineering. 2003, pp 665-670, isbn 80-86769-01-1, 6 p.Conference Paper
Etude expérimentale du tassement des fondations superficielles = Experimental study of the settlement of shallow foundationsAMAR, S; BAGUELIN, F; CANEPA, Y et al.International conference on soil mechanics and foundation engineering. 1994, pp 623-626Conference Paper
Performance of concrete arch buried bridgeMIKHAILOVSKY, L; SCANLON, A.Conference on structural performance of pipes. 1993, pp 147-154Conference Paper
Elasto-static analysis by infinite elements = Analyse élastostatique par la méthode des éléments infinisGOEL, D.C.Indian geotechnical journal. 1988, Vol 18, Num 3, pp 266-278, issn 0046-8983Article
Comportement des fondations superficielles sous différents cas de chargementAMAR, S; BAGUELIN, F; CANEPA, Y et al.Interactions sols-structures. Colloque. 1987, pp 15-22Conference Paper
Axial Static Pile Load Test (ASPLT) in compression or in tension - Recommendations from ERTC3-Piles, ISSMGE SubcommitteeDE COCK, F; LEGRAND, C; HUYBRECHTS, N et al.European Conference on Soil Mechanics and Geotechnical Engineering. 2003, pp 717-741, isbn 80-86769-02-X, 25 p.Conference Paper
Limit state formulation for the vertical resistance of bored PHC nodular piles based on field load test resultsKARKEE, M. B; HORIGUCHI, T; KISHIDA, H et al.Eleventh Asian Regional Conference on soil mechanics and geotechnical engineering. 2001, pp 237-240, isbn 90-5809-055-8Conference Paper
Behaviour of open-ended pipe piles in sand during installation and loadingISKANDER, M. G; OLSON, R. E.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 991-994, isbn 90-5410-891-6Conference Paper
The optimum installation angle of reticulated root pilesLEE, S. H; CHUNG, C. K; KIM, M. M et al.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 1103-1106, isbn 90-5410-891-6Conference Paper
The creep behavior of geotextiles in soil (short-time tests and long-time tests)RECKER, C; MULLER-ROCHHOLZ, J.EUROGEO : European Geosynthetics conference. 1996, pp 229-233, isbn 90-5410-836-3Conference Paper
Creep behaviour of geosynthetics under cyclic and sustained loadingTOUAHMIA, M; SIVAKUMAR, V; DJERBIB, Y et al.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 1629-1632, isbn 90-2651-853-6, 3VolConference Paper
Model test study on pile group under lateral loadingMEI WANG; ZHI-GANG LOU; JING-PING WU et al.Eleventh Asian Regional Conference on soil mechanics and geotechnical engineering. 2001, pp 233-236, isbn 90-5809-055-8Conference Paper
Experimental study on the side load transfer of model H piles and sheet pilesYOON, Y. W; KANG, B. H; CHUN, M. N et al.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 1153-1156, isbn 90-5410-891-6Conference Paper
Small-strain stiffness and creep of Toyoura sand measured by a hollow cylinder apparatusNAKAMURA, Y; KUWANO, J; HASHIMOTO, S et al.International symposium on pre-failure deformation characteristics of geomaterials - IS Torino 99. 1999, pp 141-148, isbn 90-5809-076-0Conference Paper
Standard penetration tests with torque measurementLUTENEGGER, A. J; KELLEY, S. P.ISC'98 : International Conference on site characterization. 1998, pp 939-945, isbn 90-5410-939-4Conference Paper
Centrifuge model tests on laterally loaded pile groupsKOTTHAUS, M; JESSBERGER, H.L.International conference on soil mechanics and foundation engineering. 1994, pp 639-644Conference Paper