1 |
Bell, J.R., Stilley, A.N. and Vandre, B. (1975), "Fabric retaining Earth walls", Proceedings of the 13th Engineering Geology Soils Engineering Symposium, Moscow, ID, USA.
|
2 |
BS 8006 (1995), Code of practice for strengthened/reinforced soils and other fills; The British Standards Institution.
|
3 |
Cai, Z. and Bathurst, R.J. (1995), "Seismic response analysis of geosynthetic reinforced soil segmental retaining walls by finite element method", Compos. Geotech., 17(4), 523-546.
DOI
|
4 |
Das, B.M. (1993), Fundamentals of Soil Dynamics, PSW-Kent.
|
5 |
Day, R.D. (2002), Geotechnical Earthquake Engineering Handbook, McGraw-Hill.
|
6 |
Earthquake of San Jose 1955-09-05 02:01:18 UTC (1955), Consortium of Organizations for Strong-Motion Observation Systems (COSMOS), The Regents of the University of California.
|
7 |
El-Emam, M.M. and Bathurst, R.J. (2007), "Influence of reinforcement parameters on the seismic response of reduced-scale reinforced soil retaining walls", Geotext. Geomembr., 25(1), 33-49.
DOI
|
8 |
Elias, V., Christophere, B.R. and Berg, R.R. (2001), "Mechanically stabilized Earth walls and reinforced soil slopes design & construction guidelines", FHWA-NHI-00-043; U.S. Department of Transportation Federal Highway Administration.
|
9 |
FHWA (1996), "Mechanically stabilized earth walls and reinforced soil slopes design and construction guidelines", (V. Elias and B.R. Christopher Eds.), Federal Highway Admin. (FHWA) Demonstration Project 82, Washington, D.C., USA.
|
10 |
Gazetas, G., Psarropoulos, P.N., Anastasopoulos, I. and Gerolymos, N. (2004), "Seismic behavior of flexible retaining systems subjected to short-duration moderately strong excitation", Soil Dyn. Earthq. Eng., 24(7), 537-550.
DOI
|
11 |
GuhaRay, A. and Baidya, D.K. (2014), "Partial safety factors for retaining walls and slopes: A reliability based approach", Geomech. Eng., Int. J., 6(2), 99-115.
DOI
|
12 |
Holtz, R.D. and Lee, W.F. (2002), "Internal stability analyses of geosynthetic reinforced retaining walls", Washington State Department of Transportation, WA-RD 532.1.
|
13 |
Ismeik, M. and Shaqour, F. (2015), "Seismic lateral earth pressure analysis of retaining walls", Geomech. Eng., Int. J., 8(4), 523-540.
DOI
|
14 |
Jesmani, M., Kashani, H.F. and Kamalzare, M. (2010), "Effect of plasticity and normal stress on undrained shear modulus of clayey soils", Acta Geotech. Slovenica, 1, 47-59.
|
15 |
Jesmani, M., Hamissi, A., Kamalzare, M. and Vileh, R.S. (2011), "Optimum geometrical properties of active isolation", Proceedings of ICE - Geotech. Eng., 164(6), 385-400.
DOI
|
16 |
Jesmani, M., Kamalzare, M. and Nazari, M. (2013), "Numerical study of behavior of anchor plates in clayey soils", Inter. J. Geomech., ASCE, 13(5), 502-513.
DOI
|
17 |
Jesmani, M., Nabavi, S.H. and Kamalzare, M. (2014), "Numerical analysis of buckling behavior of concrete piles under axial load embedded in sand", Arab. J. Sci. Eng., 39(4), 2683-2693.
DOI
|
18 |
Jesmani, M., Kasrania, A., Kamalzare, M. and Mehdipour, I. (2015), "Undrained vertical bearing capacity of pile located near soft clay slope", J. Eng. Res., 3(3), 21-38.
DOI
|
19 |
Koerner, R.B. (1986), Design with Geosynthetics, Prentice-Hall, Englewood Cliffs, N.J.
|
20 |
Ji, J. and Liao, H. (2014), "Sensitivity-based reliability analysis of earth slopes using finite element method", Geomech. Eng., Int. J., 6(6), 545-560.
DOI
|
21 |
Nation. Conc. Mason. Assoc. (NCMA), 1998, Segmental Retaining Walls - Seismic Design manual(Supplement to Design Manual for Segmental Retaining Walls authored by RJ Bathurst), Herdon, VA, USA, pp. 118-125.
|
22 |
Lee, K.L., Adams, B.D. and Vagneron, J.J. (1973), "Reinforced Earth retaining walls", J. Soil Mech. Found., ASCE, 99(10), 745-763.
|
23 |
Nian, T.K., Liu, B., Han, J. and Huang, R.Q. (2014), "Effect of seismic acceleration directions on dynamic earth pressures in retaining structures", Geomech. Eng., Int. J., 7(3), 263-277.
DOI
|
24 |
Okabe, S. (1924), "General theory on Earth pressure and seismic stability of retaining wall and dam", Doboku Gakkaishi - J. Japan Soc. Civil Eng., 10(6), 1277-1323.
|
25 |
Sabermahani, M., Ghalandarzadeh, A. and Fakher, A. (2009), "Experimental study on seismic deformation modes of reinforced-soil walls", Geotext. Geomembr., 27(2), 121-136.
DOI
|
26 |
Vidal, H. (1966), "La Terre Armee", Anales de l'Institut Technique du Batiment et des Travaux Publiques, France, pp. 888-938.
|
27 |
Yoo, C. and Kim, S.B. (2008), "Performance of a two-tier geosynthetic reinforced segmental retaining wall under a surcharge load: Full-scale load test and 3D finite element analysis", Geotext. Geomembr., 26(6), 460-472.
DOI
|
28 |
Zheng, D.F., Nian, T.K., Liu, B., Yin, P. and Song, L. (2015), "Coefficient charts for active earth pressures under combined loadings", Geomech. Eng., Int. J., 8(3), 461-473.
DOI
|
29 |
Barkan, D.D. (1962), Dynamics of Bases and Foundations, McGraw-Hill, New York, NY, USA.
|
30 |
AASHTO (1998), Interims: Standard specifications for highway bridges, American Assoc. State Highway Trans. Officials, Washington, D.C., USA.
|
31 |
Bathurst, R.J., Allen, T.M. and Walters, D.L. (2005), "Reinforcement loads in geosynthetic walls and the case for a new working stress design method", Geotext. Geomembr., 23(4), 287-322.
DOI
|