kw.\*:("ANALYSE AVEC RETOUR")
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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
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 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 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
Feedback design method for tunnel excavationXUEYUAN, H; HONGSHENG, J.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 2441-2442, isbn 90-5410-891-6Conference Paper
Numerical assessment of axial pile group response based on load testsCOMODROMOS, E. M; ANAGNOSTOPOULOS, C. T; GEORGIADIS, M. K et al.Computers and geotechnics. 2003, Vol 30, Num 6, pp 505-515, issn 0266-352X, 11 p.Article
Back analysis of rock parameters for Hoek-Brown criterionZHU, K. S; LIU, D. Y; ZHU, F et al.International Congress on Rock MechanicsCongrès International de Mécanique des RochesInternationaler Kongress über Felsmechanik. 1999, pp 1413-1416, isbn 90-5809-069-8Conference Paper
New dynamic procedure for back-calculating the shear strength parameters of large landslidesWU, Jian-Hong; TSAI, Pai-Hsiang.Engineering geology. 2011, Vol 123, Num 1-2, pp 129-147, issn 0013-7952, 19 p.Article
Finite-element simulation of land subsidence induced by water pumping in Kalochori village, GreeceLOUPASAKIS, C; ROZOS, D.Quarterly journal of engineering geology and hydrogeology. 2009, Vol 42, Num 3, pp 369-382, issn 1470-9236, 14 p.Article
Modelling and back-analysing failures in steep limestone cliffsFRAYSSINES, Magali; HANTZ, Didier.International journal of rock mechanics and mining sciences (1997). 2009, Vol 46, Num 7, pp 1115-1123, issn 1365-1609, 9 p.Article