Physical modeling of buried PVC pipes overlying localized ground subsidence

Author:

Costa Yuri D. J.ORCID,Zornberg Jorge G.ORCID,Costa Carina M. L.ORCID

Funder

Fundação de Amparo à Pesquisa do Estado de São Paulo

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference44 articles.

1. American Association of State Highway and Transportation Officials (AASHTO) (2012) AASHTO LRFD bridge design specifications, 2nd edn, Sec. 12, Washington, DC

2. ASTM (2011) Standard test method for determination of external loading characteristics of plastic pipe by parallel-plate loading—D2412-11, annual book of ASTM standards. ASTM International, West Conshohocken

3. Balkaya M, Moore ID, Saglamer A (2012) Study of non-uniform bedding due to voids under jointed PVC water distribution pipes. Geotext Geomembr 34:39–50. https://doi.org/10.1016/j.geotexmem.2012.01.003

4. Benmansour A, Abdallah A, Masrouri F, Auvinet G (1997) Analyse fiabiliste du comportement axial des conduits d’assainissement. Can Geotech J 34:329–343

5. Brachman RWI, Moore ID, Rowe RK (2000) The design of a laboratory facility for evaluating the structural response of small-diameter buried pipes. Can Geotech J 37:281–295

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