1 |
Vesic, A.S. (1975), Bearing Capacity of Shallow Foundations, Foundation Engineering Handbook, Winterkorn and Fang, (First Edition), New York, Van Nostrand Reinhold, 751.
|
2 |
Vessia, G., Cherubini, C., Pieczynska, J. and Pula, W. (2009), "Application of random finite element method to bearing capacity design of strip footing", J. Geo Eng., 4(3), 103-112.
|
3 |
Youssef Abdel Massih, D.S., Soubra, A. and Low, B.K. (2008), "Reliability-based analysis and design of strip footings against bearing capacity failure", J. Geotech. Geoenviron. Eng., 134(7), 917-928.
DOI
|
4 |
Sadoglu, E. (2009), "The bearing capacity of the eccentrically loaded model shallow strip footing on reinforced sand", Ph.D. Thesis, Karadeniz Technical University, Trabzon, Turkey. [In Turkish]
|
5 |
Moroglu, B. (2002), "The bearing capacity of the eccentrically loaded model strip footing on reinforced sand", Ph.D. Thesis, Karadeniz Technical University, Trabzon, Turkey. [In Turkish]
|
6 |
Moroglu, B., Uzuner, B.A. and Sadoglu, E. (2005), "Behaviour of the model surface strip footing on reinforced sand", Indian J. Eng. Mater. Sci., 12(5), 419-426.
|
7 |
Sadoglu, E., Cure, E., Moroglu, B. and Uzuner, B.A. (2009), "Ultimate loads for eccentrically loaded model shallow strip footings on geotextile-reinfoced sand", Geotext. Geomembr., 27(3), 176-182.
DOI
|
8 |
Saran, S. and Reddy, B.S. (1990), "Bearing capacity of eccentrically loaded footings adjacent to cohesionless slopes", Indian Geotech. J., 20(2), 119-142.
|
9 |
Saran, S., Sud, V.K. and Handa, S.C. (1989), "Bearing capacity of footings adjacent to slopes", J. Geotech. Eng., ASCE, 115(4), 553-573.
DOI
|
10 |
Shahin, M.A. and Cheung, E.M. (2011), "Stochastic design charts for bearing capacity of strip footings", Geomech. Eng., Int. J., 3(2), 153-167.
DOI
|
11 |
Shields, D.H., Chandler, N. and Garnier, J. (1990), "Bearing capacity of foundations in slopes", J. Geotech. Eng., 116(3), 528-537.
DOI
|
12 |
Shields, D.H., Scott, J.D., Bauer, G.E., Deschenes, J.H. and Barsvary, A.K. (1977), "Bearing capacity of foundations near slopes", Proceedings of the Ninth International Conference on Soil Mechanics and Foundation Engineering, Tokyo, Japan, Vol. 1, pp. 715-720.
|
13 |
Turkish Earthquake Code (2007), "Specification structures to be built in disaster areas", Ministry of Public Works and Settlement, Government of Republic of Turkey, Turkey.
|
14 |
Uzuner, B.A. (1975), "Centrally and eccentrically loaded strip foundations on sand", Ph.D. Thesis, Strathclyde University, Glasgow, Scotland.
|
15 |
Vesic, A.S. (1973), "Analysis of ultimate loads of shallow foundations", JSMFD, ASCE, 99(1), 45-73.
|
16 |
Georgiadis, K., Georgiadis, M. and Anagnostopoulos, C. (2013), "Lateral bearing capacity of rigid piles near clay slopes", Soil. Found., 53(1), 144-154.
DOI
|
17 |
Graham, J., Andrews, M. and Shields, D.H. (1988), "Stress characteristics for shallow footings in cohesionless slopes", Can. Geotech. J., 25(2), 238-249.
DOI
ScienceOn
|
18 |
Hansen, J.B. (1961), "A general formula for bearing capacity", Danish Geotech. Inst., Copenhagen, Bulletin No. 11, 46.
|
19 |
Kirkpatrick, W.M. and Yanikian, H.A. (1975), "Side friction in plane strain tests", Proceedings of the fourth Southeast Asian Conference on Soil Engineering, Kuala Lumpur, Malaysia, April, pp. 76-84.
|
20 |
Kirkpatrick, W.M. and Uzuner, B.A. (1975), "Measurement errors in model foundations tests", Istanbul Conference on Soil Mechanics and Foundation Engineering, Istanbul, Turkey, March-April, pp. 98-106.
|
21 |
Ko, H. and Davidson, W. (1973), "Bearing capacity of footings in plane strain", J. SM & FE Div., ASCE, 99(1), 1-23.
|
22 |
Kusakabe, O., Kimura, T. and Yamaguchi, H. (1981), "Bearing capacity of slopes under strip loads on the top surfaces", Soil. Found., 21(4), 29-40.
DOI
|
23 |
Lebegue, Y. (1973), "Essais de foundations superficielles sur talus", Proceedings of the 8th International Conference on Soil Mechanics and Foundation Engineering, Moscow, Russia, 4(3), pp. 313.
|
24 |
Lade, P.V. and Lee, K.L. (1976), "Engineering properties of soils", Engineering Report, UCLA-ENG-7652, Los Angeles, CA, USA, pp. 145.
|
25 |
Meyerhof, G.G. (1953), "The bearing capacity of foundations under eccentric and inclined loads", Proceedings of the 3rd International Conference on Soil Mechanics and Foundation Engineering, Switzerland, August, Session 1, pp. 440-445.
|
26 |
Meyerhof, G.G. (1957), "The ultimate bearing capacity of foundations on slopes", Proceedings of the Fourth International Conference on Soil Mechanics and Foundation Engineering, London, UK, August, Vol. 1, pp. 384-386.
|
27 |
Mizuno, T., Takumitsu, Y. and Kawakami, H. (1960), "On the bearing capacity of a slope of cohesionless soil", Soil. Found., 1(2), 30-37.
DOI
|
28 |
Butterfield, R., Harkness, R.H. and Andrawes, K.Z. (1970), "A stereo-photogrammetric method for measuring displacement fields", Geotechnique, 20(3), 308-314.
DOI
|
29 |
Bauer, G.E., Shields, D.H., Scott, J.D. nd Gruspier, J.E. (1981), "Bearing capacity of footings in granular slopes", Proceedings of the Tenth International Conference on Soil Mechanics and Foundation Engineering, Balkema, Rotterdam, The Netherlands, Vol. 2, pp. 33-36.
|
30 |
Bowles, J.E. (1996), Foundation Analysis and Design, McGraw-Hill International Editions, (Fifth Edition), New York, 1175.
|
31 |
Chen, W.F. (1969), Limit Analysis and Soil Plasticity, Elsevier Scientific Publishing Company.
|
32 |
Clark, J.I., McKeown, S. and Crawford, C.B. (1988), "Field measurements of the behaviour of inclined footings on a natural slope", Can. Geotech. J., 25(4), 662-674.
DOI
|
33 |
Duncan, J.M., Clough, C.W. and Ebeling, R.M. (1990), "Design and performance of earth retaining structures", Geotech. Special Publication, ASCE, 25, 251-277.
|
34 |
Gemperline, M.C. (1988), "Centrifuge modeling of shallow foundations", Proceedings of ASCE Spring Convention, ASCE, pp. 45-70.
|
35 |
Hansen, J.B. (1970), "A revised and extend formula for bearing capacity", Danish Geotech. Inst., Copenhagen, Bul. No. 28, 21 (successor to Bul. No. 11).
|
36 |
Ornek, M., Laman, M., Demir, A. and Yildiz, A. (2012), "Prediction of bearing capacity of circular footings on soft clay stabilized with granular soil", Soil. Found., 52(1), 69-80.
DOI
|
37 |
Cornforth, D.H. (1964), "Some experiments on the influence of strain conditions on strength of sand", Geotechnique, 14(2), 143-167.
DOI
|