Approximate pile-to-pile interaction factors between two dissimilar pilesWONG, S. C; POULOS, H. G.Computers and geotechnics. 2005, Vol 32, Num 8, pp 613-618, issn 0266-352X, 6 p.Article

Multi-region boundary element analysis of unconfined seepage problems in excavationsWU, C.-P; LIN, C.-H; CHIOU, Y.-J et al.Computers and geotechnics. 1996, Vol 19, Num 2, pp 75-96, issn 0266-352XArticle

Dynamic soil-structure interaction for non-axisymmetrical foundationsSUAREZ, M; SANCHEZ-SESMA, F. J.SDEE 95 : International Conference on Soil Dynamics and Earthquake Engineering. 1995, pp 485-492, isbn 1-85312-315-3Conference Paper

Boundary element methods applied to transport phenomena = Méthodes par éléments limites appliqués aux phénomènes de transportONISHI, K.Advances in water resources. 1988, Vol 11, Num 3, pp 133-138, issn 0309-1708Conference Paper

Analysis of machine foundations on undrained (incompressible) soilsDAVIES, T. G; BU, S.SDEE 95 : International Conference on Soil Dynamics and Earthquake Engineering. 1995, pp 517-524, isbn 1-85312-315-3Conference Paper

Modelling of some elliptic fluid mechanics problems by the boundary element method = Modélisation de quelques problèmes de mécanique des fluides elliptiques par la méthode des éléments limitesGRILLI, S.Advances in water resources. 1989, Vol 12, Num 2, pp 66-73, issn 0309-1708Article

Infinite boundary elements for the analysis of halfspace problemsDAVIES, T. G; BU, S.Computers and geotechnics. 1996, Vol 19, Num 2, pp 137-151, issn 0266-352XArticle

High-frequency response analyses of machine foundationsBU, S; DAVIES, T.G.European conference on numerical methods in geotechnical engineering. 1994, pp 243-248Conference Paper

Metoda rubnih elemenata = Boundary element methodHUDEC, M; FRGIC, L.1993, Vol 5, pp 109-118, issn 0353-4529Article

Improved conical-end borehole methodKOBAYASHI, S; TAKAHASHI, T; YOSHIKAWA, T et al.ISRM Regional Symposium EUROCK 2001. 2001, pp 109-113, isbn 90-2651-821-8Conference Paper

A contribution to the analysis of negative skin friction on pilesFENELLI, G. B; RUSSO, G.International Geotechnical Seminar on Deep Foundations on Bored and Auger Piles. 1998, pp 481-488, isbn 90-5809-022-1Conference Paper

Numerical simulation of tunnel construction : An assessment of two computational modelsBEER, G; SCHWEIGER, H. F.EUROCK'96, ISRM International symposium. 1996, pp 839-845, isbn 90-5410-843-6, 2VolConference Paper

Simulation of cascading pillar failure in room-and-pillar mines using boundary-element-methodZIPF, R. K.NARMS'96 : North American Rocks Mechanics Symposium. A Regional Conference of ISRM. 1996, pp 1887-1892, isbn 90-5410-838-X, 2VolConference Paper

Deformation and propagation of finite joints in rock massesSHEN, B; STEPHANSSON, O.Conference on fractured and jointed rock masses. 1995, pp 303-309, isbn 90-5410-591-7Conference Paper

Elastoplastic analysis for nonhomogeneous bodies by BEMSUN, Q; YANG, Q.X; TONG, X.Y et al.Asian Pacific conference on computational mechanics. 1993, pp 221-225Conference Paper

Analyse par les éléments limites (méthode de la transformée de Laplace) de l'écoulement transitoire de l'eau souterraine vers un système de puits dans un aquifère captifZHU XUEYU; XIE CHUNHONG; ZOU ZEAYUAN et al.Dìzhìxué bào. 1989, Vol 63, Num 3, pp 265-272, issn 0001-5717Article

Boundary element method for 2D problems of ideal fluid flows with free boundaries = Méthode des éléments limites pour des problèmes à deux dimensions d'écoulements fluides idéaux avec des limites libresPASHEVA, V; LAZAROV, R.Advances in water resources. 1989, Vol 12, Num 1, pp 37-45, issn 0309-1708Article

Une méthode combinant éléments finis et éléments limites en hydrogéologieZHAO YONGQUI.Dìzhì kexué. 1989, Num 4, pp 393-399, issn 0563-5020Article

Analysis of rock behaviors for safe excavation of mine pillars = Analyse des comportements des roches pour un creusement en toute sécurité de piliers de mineLEE, H.K; MIZUTA, Y.Large rock caverns. International symposium. 1987, pp 681-692Conference Paper

Boundary element method for evaluating stability of underground opening in rocks = La méthode élément limite pour l'estimation de la stabilité des excavations souterraines dans les rochesFARAHMAND, D.Large rock caverns. International symposium. 1987, pp 1247-1253Conference Paper

Convergence of geometrically nonlinear discretization at infinitesimal element division = Convergence de la méthode discrète géométriquement non linéaire à la limite de la livraison en éléments infinitésimauxAI, M; NISHINO, F.Journal of the Faculty of Engineering. University of Tokyo. Series B. 1986, Vol 38, Num 3, pp 59-76, issn 0563-7937Article

BEM analysis of seismic wave amplification in CaracasSEMBLAT, J. F; DANGLA, P; DUVAL, A. M et al.NUMOG VII : International Symposium on Numerical Models in Geomechanics. 1999, pp 275-280, isbn 90-5809-095-7Conference Paper

Calculation of slotted foundations in spatial stress-strain state of soil baseALEYNIKOV, S. M.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 629-632, isbn 90-5410-891-6Conference Paper

Mining induced fractures for roof in logwall stope and their behaviorWU, H-C.MJFR : International conference on mechanics of jointed and faulted rock. 1998, pp 491-496, isbn 90-5410-955-6Conference Paper

BEM to calculate groundwater-supply-systems consisting of wells, collector wells and infiltration tunnelsDAVID, I; GERDES, H.International conference on computational methods in water resources. 1994, pp 35-42Conference Paper