1 |
Alamshahi, S. and Hataf, N. (2009), "Bearing capacity of strip footings on sand slopes reinforced with geogrid and gridanchor", Geotext. Geomembr., 27(3), 217-226.
DOI
|
2 |
Alkasawneh, W., Husein Malkawi, A.I., Nusairat, J.H. and Albataineh, N. (2008), "A comparative study of various commercially available programs in slope stability analysis", Comput. Geotech., 35(3), 428-435.
DOI
|
3 |
Azzam, W.R. and Nasr, A.M. (2014), "Bearing capacity of shell strip footing on reinforced sand", J. Adv. Res., 6(5), 727-737.
DOI
|
4 |
Binquet, J. and Lee, K.L. (1975), "Bearing capacity tests on reinforced earth slabs", J. Geotech. Eng. Div., 101(12), 1241-1255.
|
5 |
Bishop, A.W. (1955), "The use of the slip circle in the stability analysis of slopes", Geotechnique, 5 7-17.
DOI
|
6 |
Das, B.M., Shin, E.C. and Omar, M.T. (1994), "The bearing capacity of surface strip foundations on geogrid-reinforced sand and clay-a comparative study", Geotech. Geol. Eng., 12(1), 1-14.
DOI
|
7 |
Demir, A., Yildiz, A., Laman, M. and Ornek, M. (2014), "Experimental and numerical analyses of circular footing on geogrid-reinforced granular fill underlain by soft clay", Acta Geotechnica. 9(4), 711-723.
DOI
|
8 |
Dey, A. (2010), "Bearing capacity of reinforced foundations: statistical approach and sensitivity analysis", Proc. Soc. Behav. Sci., 2(6), 7642-7643.
DOI
|
9 |
Dong-ping, D., Liang, L., Jian-feng, W. and Lian-heng, Z. (2016), "Limit equilibrium method for rock slope stability analysis by using the Generalized Hoek-Brown criterion", J. Rock Mech. Min. Sci., (89), 176-184.
|
10 |
El Sawwaf, M.A. (2007), "Behavior of strip footing on geogridreinforced sand over a soft clay slope", Geotext. Geomembr., 25(1), 50-60.
DOI
|
11 |
Fahimifar, A., Abdolmaleki, A. and Soltani, P. (2014), "Stabilization of rock slopes using geogrid boxes", Arab. J. Geosci., 7(2), 609-621.
DOI
|
12 |
Fattah, M.Y., Al-Shakarchi, Y.J. and Al-Hadidi, M.T. (2012), "A procedure for analysing reinforced embankments", Arab. J. Sci. Eng., 37(6), 1547-1555.
DOI
|
13 |
Hirofumi, F., Jun'ichi, N. and Koichi, T. (2003), "A study on the scale effect of ultimate bearing capacity on rock fill", Mon. Rep. Civ. Eng. Res. Inst., 600, 21-28.
|
14 |
Turker, E., Sadoglu, E., Cure, E. and Uzuner, B.A. (2014), "Bearing capacity of eccentrically loaded strip footings close to geotextile-reinforced sand slope", Can. Geotech. J., 51(8), 884-895.
DOI
|
15 |
Selvadurai, P.S. and Gnanendran, C.T. (1989), "An experimental study of a footing located on a sloped fill: Influence of a soil reinforcement layer", Can. Geotech. J., 26(3), 467-473.
DOI
|
16 |
Shin, E.C. and Das, B.M. (1998), "Ultimate bearing capacity of strip foundation on geogrid-reinforced clay slope", KSCE J. Civ. Eng., 2(4), 481-488.
DOI
|
17 |
Touze-Foltz, N., Bannour, H., Barral, C. and Stoltz, G. (2016), "A review of the performance of geosynthetics for environmental protection", Geotext. Geomembr., 44(5), 656-672.
DOI
|
18 |
Vesic, A.S. (1974), "Analysis of ultimate loads of shallow foundations", J. Rock Mech. Min. Sci. Geomech. Abstr., 11(11), A230.
|
19 |
Yoo, C. (2001), "Laboratory investigation of bearing capacity behavior of strip footing on geogrid-reinforced sand slope", Geotext. Geomembr., 19(5), 279-298.
DOI
|
20 |
Zhang, Y., Andersen, K.H. and Tedesco, G. (2016), "Ultimate bearing capacity of laterally loaded piles in clay-some practical considerations", Mar. Struct., 50, 260-275.
DOI
|
21 |
Zhao, A. (1996), "Limit analysis of geosynthetic-reinforced soil slopes", Geosynth., 3(6), 721-740.
DOI
|
22 |
Janbu, N. (1954), "Applications of composite slip surfaces for stability analysis", Proceedings of the European Conference on Stability of Earth Slope, Stockholm, Sweden, September.
|
23 |
Hou, J., Zhang, M.X., Dai, Z.H., Li, J.Z. and Zeng, F.F. (2017), "Bearing capacity of strip foundations in horizontal-vertical reinforced soils", Geotext. Geomembr., 45(1), 29-34.
DOI
|
24 |
Huang, C.C. and Tatsuoka, F. (1990), "Bearing capacity of reinforced horizontal sandy ground", Geotext. Geomembr., 9(1), 51-82.
DOI
|
25 |
Jaeger, J.C., Cook, N.G.V. and Zimmerman, R. (2009), Fundamentals of Rock Mechanics, John Wiley & Sons, New York, U.S.A.
|
26 |
Keskin, M.S. and Laman, M. (2014), "Experimental and numerical studies of strip footings on geogrid-reinforced sand slope", Arab. J. Sci. Eng., 39(3), 1607-1619.
DOI
|
27 |
Keskin, M.S. and Laman, M. (2014), "Experimental study of bearing capacity of strip footing on sand slope reinforced with tire chips", Geomech. Eng., 6(3), 249-262.
DOI
|
28 |
Kumar, A. and Saran, S. (2003), "Bearing capacity of rectangular footing on reinforced soil", Geotech. Geol. Eng., 21(3), 201-224.
DOI
|
29 |
Li, D.Q., Xiao, T., Cao, Z.J., Phoon, K.K. and Zhou, C.B. (2016), "Efficient and consistent reliability analysis of soil slope stability using both limit equilibrium analysis and finite element analysis", Appl. Math. Model., 40(9-10), 5216-5229.
DOI
|
30 |
Liu, S., Huang, H., Qiu, T. and Kwon, J. (2016), "Effect of geogrid on railroad ballast particle movement", Transport. Geotech., 9 110-122.
DOI
|
31 |
Omar, M.T., Das, B.M., Puri, V.K. and Yen, S.C. (1993), "Ultimate bearing capacity of shallow foundations on sand with geogrid reinforcement", Can. Geotech. J., 30(3), 545-549.
DOI
|
32 |
Zornberg, J.G., Sitar, N. and Mitchell, J.K. (1998), "Performance of geosynthetic reinforced slopes at failure", J. Geotech. Geoenviron. Eng., 124(8), 670-683.
DOI
|
33 |
Zornberg, J.G., Sitar, N. and Mitchell, J.K. (1998), "Limit equilibrium as basis for design of geosynthetic reinforced slopes", J. Geotech. Geoenviron. Eng., 124(8), 684-698.
DOI
|