... to provide a realistic simulation of soil–structure interaction and prototype stress–strain fields. The results show a high rate of horizontal displacement increase during the first 1000 cycles, when most of the displacements occur, followed by a marked decrease. An equation is provided describing...

... centrifuge modelling episodic motion pattern offshore engineering soil structure interaction steel catenary riser three-dimensional cyclic motion Research Grant Council of Hong Kong SAR 16210420 State Key Laboratory of Climate Resilience for Coastal Cities provided by the Innovation...

...C. Vrettos Vrettos, C. (1998). GeÂotechnique 48, No. 5, 703±707 TECHNICAL NOTE Elastic settlement and rotation of rectangular footings on nonhomogeneous soil C. VRETTOSÃ KEYWORDS: Elasticity; footings/foundations; numerical modelling and analysis; settlement; soil/structure interaction; stiffness...

...D. S. Jeng Jeng, D.-S. (1998). GeÂotechnique 48, No. 4, 555±561 TECHNICAL NOTE Effect of cross-anisotropic behaviour on wave-induced seabed response D.-S. JENGÃ KEYWORDS: anisotropy; failure; offshore engineering; pore pressures; soil/structure interaction; waves & wave loading. INTRODUCTION Most...

... Poisson du sol. Les auteurs évaluent la validity de cette méthode en examinant les résultats de leurs essais sur modèle centrifuge. © 1998 Thomas Telford Ltd 1998 design piles rafts settlement soil structure interaction Horikoshi, K. & Randolph, M. F. (1998). GeÂotechnique 48, No. 3, 301...

...W. Powrie; R. J. Chandler © 1998 Thomas Telford Ltd 1998 clays diaphragm and in situ walls numerical modelling and analysis retaining walls soil structure interaction Powrie, W. & Chandler, R. J. (1998). GeÂotechnique 48, No. 3, 403±409 TECHNICAL NOTE The in¯uence of a stabilizing...

... de fréquences de transition. © 1998 Thomas Telford Ltd 1998 dynamics elasticity footings foundations numerical modelling and analysis soil structure interaction vibration Guzina, B. B. & Pak, R. Y. S. (1998). GeÂotechnique 48, No. 2, 159±168 Vertical vibration of a circular footing...

... at Buffalo. © 1998 Thomas Telford Ltd 1998 dynamics numerical modelling and analysis piles soil structure interaction stiffness vibration ...

... Conf. Aust. Rd. Res. Bd., Adelaide, Vol. 7, Part 7, pp. 144 ± 153. numerical modelling and analysis piles settlement soil structure interaction stiffness © 1998 Thomas Telford Ltd 1998 ...

..., cracking of reinforced concrete ground beams, lifting of suspended ¯oor slabs, and pavement heave (Abduljauwad et al., 1991; Abduljauwad, 1994). Owing to the realization of the importance of soil±structure interaction caused by shrink and swell in the expansive clays, the authors conducted laboratory and ®...

...; failure; pore pressures; retaining walls; soil/structure interaction. La rupture des murs de quai provoqu&e par des Gsmes a eti largement observi?e in-situ. L article prbente une etude de la reponse sismique de murs de quai flexibles et ancrb reposant sur les rbultats obtenus au tours d essais de...

... moindre degré par la nature du rapport structural entre le mur et la semelle d'appui permanente. © 1991 Thomas Telford Ltd 1991 clays diaphragm and in situ walls numerical modelling and analysis retaining walls soil structure interaction Poke, W. & Li, E. S. F. (1991). Gkeechnique 41...