1 |
Caltabiano, S., Cascone, E. and Maugeri, M. (1999), "Sliding response of gravity retaining walls", Proceedings of the2nd International Conference on Earthquake Geotechnical Engineering, Lisbon, Portugal.
|
2 |
Anastasopoulos, I., Georgarakos, T., Georgiannou, V., Drosos, V. and Kourkoulis, R. (2010), "Seismic performance of bar-mat reinforced-soil retaining wall: shaking table testing versus numerical analysis with modified kinematic hardening constitutive model", Soil Dyn. Earthq. Eng., 30(10), 1089-1105.
DOI
ScienceOn
|
3 |
Biondi, G., Maugeri, M. and Cascone, E. (2009), "Performance-based pseudo-static analysis of gravity retaining walls", Proceedings of the International Conference on Performance-based design in Earthquake Geotechnical Engineering, Tokyo, Japan.
|
4 |
Biondi, G., Cascone, E. and Maugeri, M. (2014), "Displacement versus pseudo-static evaluation of the seismic performance of sliding retaining walls", Bull. Earthq. Eng., 12(3), 1239-1267.
DOI
ScienceOn
|
5 |
Caltabiano, S., Cascone, E. and Maugeri, M. (2000), "Seismic stability of retaining walls with surcharge", Soil Dyn. Earthq. Eng., 20(5-8), 469-76.
DOI
ScienceOn
|
6 |
Caltabiano, S., Cascone, E. and Maugeri, M. (2005), "A procedure for seismic design of retaining walls", Seismic Prevention of Damage: A Case Study in a Mediterranean City, Ed. Maugeri, M., WIT Press.
|
7 |
Caltabiano, S., Cascone, E. and Maugeri, M. (2012), "Static and seismic limit equilibrium analysis of sliding retaining walls under different surcharge conditions", Soil Dyn. Earthq. Eng., 37, 38-55.
DOI
ScienceOn
|
8 |
Chen, W.F. (1975), Limit Analysis and Soil Plasticity, Elsevier, Amsterdam.
|
9 |
Chen, W.F. and Liu, X.L. (1990), Limit Analysis in Soil Mechanics, Elsevier, Amsterdam.
|
10 |
Cocco, L., Suarez, L.E. and Matheu, E.E. (2010), "Development of a nonlinear seismic response capacity spectrum method for intake towers of dams", Struct. Eng. Mech., 36(3), 321-341.
DOI
|
11 |
Drucker, D.C., Prager, W. and Greenmberg, H.G. (1952), "Etended limit design theorems for continuous media", Quart. J. Mech. Appl. Math., 9, 381-389.
|
12 |
Durand, A.F., Vargas, Jr E.A. and Vaz, L.E. (2006), "Applications of numerical limit analysis (NLA) to stability problems of rock and soil masses", Int. J. Rock Mech. Min. Sci., 43, 408-425.
DOI
ScienceOn
|
13 |
Finn, W.D.L. (1967), "Application of limit plasticity in soil mechanics", J. Soil Mech. Found. Div.,ASCE, 93(5), 101-120.
|
14 |
Evangelista, A., Scotto di Santolo, A. and Simonelli, A.L. (2010), "Evaluation of pseudo static active earth pressare coefficient of cantilever retaining walls", Soil Dyn. Earthq. Eng., 30, 1119-28.
DOI
ScienceOn
|
15 |
Fang, Y.S., Yang, Y.C. and Chen, T.J. (2003), "Retaining wall damaged in the Chi-Chi earth- quake", Can. Geotech. J., 40, 1142-1153.
DOI
ScienceOn
|
16 |
Gursoy, S. and Durmus, A. (2009), "Investigation of linear and nonlinear of behaviours of reinforced concrete cantilever retaining walls according to the earthquake loads considering", Struct. Eng. Mech., 31(1), 75-91.
DOI
ScienceOn
|
17 |
Feinberg, S.M. (1948), The Principle of Limiting Stresses, Prnkl Mat Mech. (in Russian)
|
18 |
Ghanbari, A. and Taheri, M. (2012), "An analytical method for calculating active earth pressure in reinforced retaining walls subject to a line surcharge", Geotext. Geomembrain., 34,1-10.
DOI
ScienceOn
|
19 |
Greco, VR. (2006), "Active thrust due to backfill subject to lines of surcharge", J. Geotech. Geoenvir. Eng., ASCE, 132, 269-271.
DOI
ScienceOn
|
20 |
Haciefendioglu, K., Bayraktar, A. and Turker, T. (2010), "Seismic response of concrete gravity dam-ice covered reservoir-foundation interaction systems", Struct. Eng. Mech., 36(4), 499-511.
DOI
|
21 |
Hill, R. (1948), "A variational principle of maximum plastic work in classical plasticity", Quart. J. Mech. Appl. Math., 1, 18-28.
DOI
|
22 |
Hill, R. (1951), "On the state of stress in a plastic-rigid body at the yield point", Philos. Mag., 42, 868-875.
DOI
|
23 |
Huang, C.C. and Chen, Y.H. (2004), "Seismic stability of soil retaining walls situated on slope", J. Geotech. Geoenvir. Eng., ASCE, 130(1), 45-57.
DOI
ScienceOn
|
24 |
Huang, C.C. (2006), "Seismic displacement analysis of free-standing highway bridge abutment", J. GeoEng., 1(1), 29-39.
|
25 |
Huang, C.C., Wu, S.H. and Wu, H.J. (2009), "Seismic displacement criterion for soil retaining walls based on soil strength mobilization", J. Geotech. Geoenvir. Eng., ASCE, 135(1), 76-82.
|
26 |
Michalowski, R.L. (1998a), "Limit analysis in stability calculations of reinforced soil structures", Geotext. Geomembrain., 16, 311-31.
DOI
ScienceOn
|
27 |
Kim, T.H., Kim, Y.J. and Shin, H.M. (2008), "Seismic performance assessment of reinforced concrete bridge piers supported by laminated rubber bearings", Struct. Eng. Mech., 29(3), 259-278.
DOI
|
28 |
Michalowski, R.L. (1998b), "Soil reinforcement for seismic design of geotechnical structures", Comput. Geotech., 23(1-2), 1-17.
DOI
ScienceOn
|
29 |
Kloukinas, P. and Mylonakis, G. (2011), "Rankine solution for seismic earth pressures on L-shaped retaining walls", Proceedings of the 5th International Conference on Earthquake Geotech- nical Engineering, Santiago, Chile, paper No. RSSKL.
|
30 |
Michalowski, R.L. and You, L. (2000), "Displacements of reinforced slopes subjected to seismic loads", J. Geotech. Geoenvir. Eng., ASCE, 126(8), 685-94.
DOI
ScienceOn
|
31 |
Michalowski, R.L. (2007), "Displacement of multiblock geotechnical structures subjected to seismic excitation", J. Geotech. Geoenvir. Eng., ASCE, 133(11), 1432-1439.
DOI
ScienceOn
|
32 |
Michalowski, R.L. (2010), "Limit analysis and stability charts for 3D slope failures", J. Geotech. Geoenvir. Eng., ASCE, 136(4), 583-93.
DOI
ScienceOn
|
33 |
Mojallal, M. and Ghanbari, A. (2012), "Prediction of seismic displacements in gravity retaining walls based on limit analysis approach", Struct. Eng. Mech., 42(2), 247-267.
DOI
ScienceOn
|
34 |
Mononobe, N. and Matsuo, H. (1929), "On the determination of earth pressures during earthqua kes", Proceedings of the World Engineering Congress, Tokyo, Japan.
|
35 |
Nadim, F. and Whitman, R.V. (1983), "Seismically induced movement of retaining walls", J. Geotech. Eng., ASCE, 109(7), 915-931.
DOI
|
36 |
Motta, E. (1994), "Generalized Coulomb active-earth pressure for distanced surcharge", J. Geotech Eng., ASCE, 120(6), 1072-9.
DOI
ScienceOn
|
37 |
Mylonakis, G., Kloukinas, P. and Papantonopoulos, C. (2007), "An alternative to the Mononobe-Okabe equations for seismic earth pressures", Soil Dyn. Earthq. Eng., 27, 957-69.
DOI
ScienceOn
|
38 |
Nadim, F. (1982), "A numerical model for evaluation of seismic behavior of gravity retaining walls", ScD Thesis, Research report R82-33, Department of Civil Engineering, Massachusetts Institute of Technology.
|
39 |
Newmark, N.M. (1965), "Effects of earthquakes on dams and embankments", Geotechnique, 15(2), 139-159.
DOI
|
40 |
Tateyama, M., Tatsuoka, F., Koseki, J. and Horii, K. (1995), "Damage to soil retaining walls for railway embankments during the Great Hanshin-Awaji Earthquake", Proceedings of the 1st International Conference on Earthquake Geotechnical Engineering, Tokyo.
|
41 |
Okabe, S. (1924), "General theory on earth pressure and seismic stability of retaining wall and dam", J. Japan Soc. Civil Eng., 10(6), 1277-1323.
|
42 |
Pitilakis, K. and Moutsakis, A. (1989), "Seismic analysis and behaviour of gravity retaining walls - the case of Kalamata harbour quaywall", Soil. Found., 29(1), 1-17.
|
43 |
Richards, R. and Elms, D.G. (1979), "Seismic behavior of gravity retaining walls", J. Geotech. Eng. Div., 105(4), 449-464.
|
44 |
Sadrekarimi, A., Ghalandarzadeh, A. and Sadrekarimi, J. (2008), "Static and dynamic behavior of hunchbacked gravity quay walls", Soil Dyn. Earthq. Eng., 28(2), 99-117.
DOI
ScienceOn
|
45 |
Wu, Y. (1999), "Displacement-based analysis and design of rigid retaining walls during earthquake", PhD Dissertation, Univ. of Missouri-Rolla.
|
46 |
Stamatopoulos, CA., Velgaki, E.G., Modaressi, A. and Lopez-Caballero, F. (2006), "Seismic displacements of gravity walls by a two-body model", Bull. Earthq. Eng., 4, 295-318.
DOI
|
47 |
Varzaghani, M.I. and Ghanbari, A. (2014), "A new analytical model to determine dynamic displacement of foundations adjacent to slope", Geomech. Eng., 6(6), 561-575.
DOI
ScienceOn
|
48 |
Whitman, R.V. and Liao, S. (1985), "Seismic design of retaining walls", Miscellaneous paper GL-85-1, Department of the Army, US Army Corps Engineers, Washington, DC.
|
49 |
Wu, Y. and Prakash, S. (2001), "Seismic displacement of rigid retaining walls - state of the art", Proceedings of the Fourth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego, California, March.
|
50 |
You, L. and Michalowski, R.L. (1999), "Displacement charts for slopes subjected to seismic loads", Comput. Geotech., 25(1), 45-55.
DOI
ScienceOn
|
51 |
Yu, H.S. (2006), Plasticity and Geotechnics, Springer Science + Business Media LLC.
|
52 |
Yang, X.L. (2007), "Upper bound limits analysis of active earth pressure with different fracture surface and nonlinear yield criterion", Theo. Appl. Frac. Mech., 47(1), 46-56.
DOI
ScienceOn
|
53 |
Zarrabi-Kashani, K. (1979), "Sliding of gravity retaining wall during earthquakes considering vertical accelerations and changing inclination of failure surface", M.S. Thesis, Department of Civil Engineering, Massachusetts Institute of Technology.
|
54 |
Trandafir, A.C., Kamai, T. and Sidle, R.C. (2009), "Earthquake induced displacements of gravity walls and anchor-reinforced walls", Soil Dyn. Earthq. Eng., 29, 428-437.
DOI
ScienceOn
|
55 |
Li, X., Wu, Y. and He, S. (2010), "Seismic stability analysis of gravity retaining walls", Soil Dyn. Earthq. Eng., 30, 875-878.
DOI
ScienceOn
|