Mixed modelling applied to soil–pipe interaction

Computers and Geotechnics - Tập 30 - Trang 205-216 - 2003
N. Challamel1, P. de Buhan2
1Direction de la Recherche, Gaz de France, 361 avenue du Président Wilson, 93211 St Denis la Plaine, France
2LMSGC (LCPC/ENPC/UMR 113 CNRS), ENPC, Cité Descartes, Champs/Marne, 77455 Marne la Vallée, France

Tài liệu tham khảo

Bruschi R, Spinazze M, Tomassini D, Cuscuna S, Venzi S. Failure modes for pipelines in landslide areas. OMAE, Pipeline Technology, ASME; 1995. Zimmerman TJ, Stephens MJ, DeGeer DD, Chen Q. Compressive strain limits for buried pipelines. OMAE, Pipeline Technology, ASME; 1995. Rajani, 1995, Simplified design methods for pipelines subject to transverse and longitudinal soil movements, Can. Geotech. J., 32, 309, 10.1139/t95-032 Trigg A, Rizkalla M. Development and application of a closed form technique for the preliminary assessment of pipeline integrity in unstable slopes. OMAE, Pipeline Technlogy, ASME; 1994. Salençon, 1983 Anthoine, 1989, Mixed modelling of reinforced soils within the framework of the yield design theory, Computers and Geotechnics, 7, 67, 10.1016/0266-352X(89)90007-4 de Buhan, 1993, A comprehensive stability analysis of soil nailed structures, Eur. J. Mech. A/Solids, 12, 325 Salençon, 1990, An introduction to the yield design theory and its application to soil mechanics, Eur. J. Mech. A/Solids, 9, 477 de Buhan, 1993, Application of the yield design theory to the mechanics of reinforced soils, C. I. S. M. Courses and Lectures, 332, 45 Règlement de sécurité des ouvrages de transport de gaz combustible par canalisation. Arrêté du 11 mai 1970. Norme Européenne NF EN 1594. Systèmes d'alimentation en gaz—Canalisations pour pression maximale de service supérieure à 16 bar—Prescriptions fonctionnelles, 2000.