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Results 1 to 25 of 151

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AN APPLICATION OF COROUTINES AND BACKTRACKING IN INTERACTIVE SYSTEMS.STALLINGS W.1976; INTERNATION. J. COMPUTER INFORM. SCI.; U.S.A.; DA. 1976; VOL. 5; NO 4; PP. 303-313; BIBL. 19 REF.Article

Ground movements caused by tunnelling: measurements and back-analysisSTANDING, J. R.International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground. 2002, pp 37-47, isbn 2-9510416-3-2, 11 p.Conference Paper

Monitoring and performances in tunnellingSAKURAI, S.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 2409-2412, isbn 90-5410-891-6Conference Paper

Determination of rock avalanche run-out parameters through back analysesPIRULLI, M; SCAVIA, C; HUNGR, O et al.International Symposium on Landslides. 2004, pp 1361-1366, isbn 04-1535-667-9, 6 p.Conference Paper

Behavior of piled foundation subjected to lateral movements due to deep excavationCHANDRASEKARAN, B; TANG, S. K; LIM, T. L et al.International Symposium on field measurements in geomechanics - FMGM99. 1999, pp 197-200, isbn 90-5809-066-3Conference Paper

The theoretical solution of resolution mechanical models and reversion parameters of viscoelastic rock mass and applicationXUE, L; LUO, R; WANG, S et al.International Congress International Association for Engineering Geology and the EnvironmentCongrès international Association internationale de géologie de l'ingénieur et de l'environnement. 1998, pp 3605-3611, isbn 90-5410-990-4Conference Paper

Back analysis of Kivikko test embankmentLANSIVAARA, T; FORSMAN, J.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 441-444, isbn 90-2651-853-6, 3VolConference Paper

Logiciel CyberQuake : vers un standard international ; analyse en retour = CyberQuake software: towards an international standard; back analysisMODARESSI, H.Géologues (Paris). 2002, Num 135, pp 35-46, issn 0016-7916, 12 p.Article

Two-parameter beam-column model and back analysis for flexible earth retaining wallsLEE, S.-H; KIM, S.-I; LEE, J.-H et al.Computers and geotechnics. 2004, Vol 31, Num 6, pp 457-472, issn 0266-352X, 16 p.Article

Yielding pillar design at Pyhäsalmi New MineBRUSILA, J; HAKALA, M.ISRM Regional Symposium EUROCK 2001. 2001, pp 813-818, isbn 90-2651-821-8Conference Paper

A back analysis in assessing the stability of slopes by means of surface measurementsSAKURAI, S; NAKAYAMA, T.International Symposium on slope stability engineering - IS- Shikoku'99. 1999, pp 339-343, isbn 90-5809-081-7Conference Paper

Analysis of a talus slope in Brazil and its remediation design via pali radice solutionCUNHA, R. P; PEREIRA, J. H. F.International Symposium on Landslides. 2004, pp 919-924, isbn 04-1535-667-9, 6 p.Conference Paper

The back analysis of behaviour of rock mass-underground opening system from the registred shallow tunnelling effects on the surfaceHRUBESOVA, E; ALDORF, J.International Conference Geomechanics 96. 1997, pp 185-187, isbn 90-5410-921-1Conference Paper

Back analysis of unsaturated shear strength from a circular slope failureJIANG, J.-C; YAMAGAMI, T; UETA, Y et al.International Symposium on slope stability engineering - IS- Shikoku'99. 1999, pp 305-310, isbn 90-5809-081-7Conference Paper

Vulnerability assessment of elements exposed to mass-movement : Working toward a better risk perceptionLEONE, F; ASTE, J. P; LEROI, E et al.ISL'96 : International Symposium on landslidesSymposium international sur les glissements de terrain. 1996, pp 263-269, isbn 90-5410-819-3Conference Paper

Back analyses of high retaining structures within the framework of the observational methodZVANUT, P; MAJES, B; LOGAR, J et al.European Conference on soil mechanics and geotechnical engineering. 2003, pp 933-938, isbn 80-86769-01-1, 6 p.Conference Paper

A back analysis of MC-DP model parameters based on FEM and NLSSQP methodFENG, T. Q; YAMAGAMI, T; JIANG, J.-C et al.International Symposium on slope stability engineering - IS- Shikoku'99. 1999, pp 311-316, isbn 90-5809-081-7Conference Paper

Interpretation of results of displacement measurements in geotechnical engineering projectsSAKURAI, S.International Symposium on field measurements in geomechanics - FMGM99. 1999, pp 13-18, isbn 90-5809-066-3Conference Paper

Strength of coal pillars from back-calculationSALAMON, M. D. G.U.S. Rock Mechanics Symposium. 1999, pp 29-36, isbn 90-5809-100-7Conference Paper

Back analysis of field measurements around the tunnel with the application of genetic algorithmsKIM, S. M; YOON, S. G; YOON, J. S et al.International symposium on rock stress - RS Kumamoto '03. 2003, pp 405-411, isbn 90-5809-639-4, 7 p.Conference Paper

Shear strength determination by back-analysis of slope failures using maximum likelihood methodCALDERON, A. R; OZBAY, M. U.U.S Rock Mechanics Symposium, DC Rocks 2001. 2001, pp 1163-1167, isbn 90-2651-837-4, 5 p.Conference Paper

Back-analysis of moisture transport in rocksASIMIDIS, V; EXADAKTYLOS, G; RODRIGUEZ, D et al.European Conference Numerical Methods in Geotechnical Engineering. 2002, pp 827-832, isbn 2-7208-6004-2, 6 p.Conference Paper

Back analysis of internal forces and earth pressure acting on horizontally loaded piles and walls using deformation measurementsMARTE, R; SEMPRICH, S.International Symposium on field measurements in geomechanics - FMGM99. 1999, pp 217-222, isbn 90-5809-066-3Conference Paper

Numerical analysis of a piled retaining wall - a case historyVUKADIN, V; JOVICIC, V; LIKAR, J et al.International Symposium on numerical models in geomechanics. 2002, pp 487-492, isbn 90-5809-359-X, 6 p.Conference Paper

An assessment of construction state and the subsoil conditions by loading tests and back analysisBOLT, A. F; DEMBICKI, E; HORODECKI, G. A et al.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 657-662, isbn 90-2651-853-6, 3VolConference Paper

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