Failure analysis of a buried large-diameter prestressed concrete cylinder pipeline subjected to strike-slip fault displacement
Tài liệu tham khảo
American Water Works Association, 2014. Standard for Design of Prestressed Concrete Cylinder Pipe (AWWA C-304), Denver, CO.
Argyrou, 2018, Retrofitting pipelines with cured-in-place linings for earthquake-induced ground deformations, Soil Dyn. Earthq. Eng., 115, 156, 10.1016/j.soildyn.2018.07.015
Argyrou, 2019, Large-scale fault rupture tests on pipelines reinforced with cured-in-place linings, J. Geotech. Geoenviron., 145, 04019004, 10.1061/(ASCE)GT.1943-5606.0002018
Banushi, 2018, Seismic analysis of a buried operating steel pipeline with emphasis on the equivalent-boundary conditions, J. Pipeline Syst. Eng. Pract., 9, 04018005, 10.1061/(ASCE)PS.1949-1204.0000316
Banushi, 2018, Innovative analysis of a buried operating pipeline subjected to strike-slip fault movement, Soil Dyn. Earthq. Eng., 107, 234, 10.1016/j.soildyn.2018.01.015
Cheng, 2020, Mechanical properties and loading response of prestressed concrete cylinder pipes under internal water pressure, Eng. Struct., 216, 110674, 10.1016/j.engstruct.2020.110674
China Association for Engineering Construction Standardization, 2011
Choo, 2020, Assessment of non-linear rock strength parameters for the estimation of pipe-jacking forces. Part 2. Numerical modeling, Eng. Geol., 265, 105405, 10.1016/j.enggeo.2019.105405
Feng, 2020, Numerical investigations into the failure mode of buried prestressed concrete cylinder pipes under differential settlement, Eng. Fail. Anal., 111, 104492, 10.1016/j.engfailanal.2020.104492
Gawande, 2019, A numerical study of the response of buried steel pipelines undergoing strike-slip fault, Eng. Fail. Anal., 102, 203, 10.1016/j.engfailanal.2019.04.026
GB/T19685, 2017, Prestressed Concrete Cylinder Pipe. Standards Press of China, Beijing.
Ge, 2015, Effect of various bedding conditions on structural integrity of prestressed concrete cylinder pipe, J. Mater. Sci. Res., 4, 34
Hajali, 2016, Structural performance of buried prestressed concrete cylinder pipes with harnessed joints interaction using numerical modeling, Tunn. Undergr. Sp. Tech., 51, 11, 10.1016/j.tust.2015.10.016
Higgins, M.S., Stroebele, A., Zahidi, S., 2012. Numbers don't lie, PCCP performance and deterioration based on a statistical review of a decade of condition assessment data. In: Pipelines 2012: Innovations in Design, Construction, Operations, and Maintenance, Doing More with Less, pp. 298-306.
Hu, 2019, Full-scale test and numerical simulation study on load-carrying capacity of prestressed concrete cylinder pipe (PCCP) with broken wires under internal water pressure, Eng. Fail. Anal., 104, 513, 10.1016/j.engfailanal.2019.06.049
Karamitros, 2007, Stress analysis of buried steel pipelines at strike-slip fault crossings, Soil Dyn. Earthq. Eng., 27, 200, 10.1016/j.soildyn.2006.08.001
Kim, 2012, Assessment of the behavior of buried concrete pipelines subjected to ground rupture: experimental study, J. Pipeline Syst. Eng. Pract., 3, 8, 10.1061/(ASCE)PS.1949-1204.0000088
Krizek, 1977, Assessment of soil constitutive models for numerical analysis of buried concrete pipe systems, 76
Li, 2021, Experimental and numerical study on polymer grouting pretreatment technology in void and corroded concrete pipes, Tunn. Undergr. Sp. Tech., 113, 103842, 10.1016/j.tust.2021.103842
Liang, 2000, Site effects on seismic behavior of pipelines: a review, J. Press. Vess-T. ASME, 122, 469, 10.1115/1.1285974
Lin, 2019, Buried wireless sensor network for monitoring pipeline joint leakage caused by large ground movements, J. Pipeline Syst. Eng. Pract., 10, 04019023, 10.1061/(ASCE)PS.1949-1204.0000392
Lubliner, 1989, A plastic-damage model for concrete, Int. J. Solids Struct., 25, 299, 10.1016/0020-7683(89)90050-4
Melissianos, 2016, Numerical evaluation of the effectiveness of flexible joints in buried pipelines subjected to strike-slip fault rupture, Soil Dyn. Earthq. Eng., 90, 395, 10.1016/j.soildyn.2016.09.012
Munro, 2009, Laboratory testing to examine deformations and moments in Fiber-Reinforced cement pipe, J. Geotech. Geoenviron., 135, 1722, 10.1061/(ASCE)GT.1943-5606.0000142
Nair, 2018, Review of Pipeline Performance during Earthquakes since 1906, J. Perform. Constr. Fac., 32, 04018083, 10.1061/(ASCE)CF.1943-5509.0001214
Newmark, N.M., Hall, W.J., 1975. Pipeline design to resist large fault displacement. In: Proceedings of the U.S. National Conference on Earthquake Engineering. pp. 416-425.
Ni, 2018, Numerical modeling of normal fault-pipeline interaction and comparison with centrifuge tests, Soil Dyn. Earthq. Eng., 105, 127, 10.1016/j.soildyn.2017.10.011
Ong, 2016, Back-analysis and finite element modeling of jacking forces in weathered rocks, Tunn. Undergr. Sp. Tech., 51, 1, 10.1016/j.tust.2015.10.014
Ong, 2006, Pile behavior due to Excavation-Induced soil movement in clay. I: Stable wall, J. Geotech. Geoenviron., 132, 36, 10.1061/(ASCE)1090-0241(2006)132:1(36)
Ong, 2015, Severe damage of a pile group due to slope failure, J. Geotech. Geoenviron., 141, 04015014, 10.1061/(ASCE)GT.1943-5606.0001294
Ong, 2018, Performance of field and numerical Back-Analysis of floating stone columns in soft clay considering the influence of dilatancy, Int. J. Geomech., 18, 04018135, 10.1061/(ASCE)GM.1943-5622.0001261
O'Rourke, 2012
Peerun, 2019, Interpretation of Geomaterial Behavior during Shearing Aided by PIV Technology, J. Mater. Civil Eng., 31, 04019195, 10.1061/(ASCE)MT.1943-5533.0002834
Peerun, 2020, Effect of interparticle behavior on the development of soil arching in soil-structure interaction, Tunn. Undergr. Sp. Tech., 106, 103610, 10.1016/j.tust.2020.103610
Pour-Ghaz, 2011, Using electrical, magnetic and acoustic sensors to detect damage in segmental concrete pipes subjected to permanent ground displacement, Cem. Concr. Composites, 33, 749, 10.1016/j.cemconcomp.2011.04.004
Qin, 2018
Qin, 2019, Kinematics of bell-spigot joints in vitrified clay pipelines under differential ground movement, Tunn. Undergr. Sp. Tech., 91, 103005, 10.1016/j.tust.2019.103005
Romer, 2007
Saiyar, 2015, Kinematics of jointed pipes and design estimates of joint rotation under differential ground movements, Can. Geotech. J., 52, 1714, 10.1139/cgj-2014-0347
Serway, R.A., Beichner, R.J., 2000. Physics for Scientists and Engineers. Saunders College Publishing, Orlando, FL, 5th Ed.
Soveiti, 2020, Mechanical behavior of buried composite pipelines subjected to strike-slip fault movement, Soil Dyn. Earthq. Eng., 135, 106195, 10.1016/j.soildyn.2020.106195
Stein, 1989, 352
Takada, 1998, Shell-Model response of buried pipelines due to large fault movements, J. Struct. Eng., 44, 1637
Trifonov, 2015, Numerical stress-strain analysis of buried steel pipelines crossing active strike-slip faults with an emphasis on fault modeling aspects, J. Pipeline Syst. Eng. Pract., 6, 04014008, 10.1061/(ASCE)PS.1949-1204.0000177
Trifonov, 2012, Elastoplastic stress-strain analysis of buried steel pipelines subjected to fault displacements with account for service loads, Soil Dyn. Earthq. Eng., 33, 54, 10.1016/j.soildyn.2011.10.001
Vazouras, 2010, Finite element analysis of buried steel pipelines under strike-slip fault displacements, Soil Dyn. Earthq. Eng., 30, 1361, 10.1016/j.soildyn.2010.06.011
Vazouras, 2012, Mechanical behavior of buried steel pipes crossing active strike-slip faults, Soil Dyn. Earthq. Eng., 41, 164, 10.1016/j.soildyn.2012.05.012
Wang, 1985, A refined seismic analysis and design of buried pipeline for fault movement, Earthq. Eng. Struct. D., 13, 75, 10.1002/eqe.4290130109
Wham, 2016, Jointed pipeline response to large ground deformation, J. Pipeline Syst. Eng. Pract., 7, 04015009, 10.1061/(ASCE)PS.1949-1204.0000207
Xu, 2018, Mechanical behavior of submarine pipelines under active strike-slip fault movement, J. Pipeline Syst. Eng. Pract., 9, 04018006, 10.1061/(ASCE)PS.1949-1204.0000317
Yun, 1990, On the beam and shell modes of buckling of buried pipelines, Soil Dyn. Earthq. Eng., 9, 179, 10.1016/S0267-7261(05)80009-0
Zarghamee, M.S., Eggers, D.W., Ojdrovic, R.P., 2002. Finite-element modeling of failure of PCCP with broken wires subjected to combined loads. In: Pipeline 2002: Beneath Our Feet: Challengers and Solutions-Proceedings of the Pipeline Division Specialty Conference. pp. 1-17.
Zarghamee, 1993, Coating delamination by radial tension in prestressed concrete pipe. II: Analysis, J. Struct. Eng. New York, N.Y., 119, 2720, 10.1061/(ASCE)0733-9445(1993)119:9(2720)
Zhang, 2014, The development of prestressed concrete cylinder pipe in China, Appl. Mech. Mater., 580-583, 2363, 10.4028/www.scientific.net/AMM.580-583.2363
Zhang, 2005