1 |
Spanovich, M. and Garvin, R.G. (1979), Field Evaluation of Caisson-Shale Interaction, in Behavior of Deer, Foundations (STP 670), ASTM, 537-557.
|
2 |
Tajeri, S., Sadrossadat, E. and Bazaz, J.B. (2015), "Indirect estimation of the ultimate bearing capacity of shallow foundations resting on rock masses", Int. J. Rock Mech. Min. Sci., 80, 107-117, https://doi.org/10.1016/j.ijrmms.2015.09.015.
DOI
|
3 |
Terzaghi, K. (1943), Theoretical Soil Mechanics, Wiley, New York, U.S.A.
|
4 |
Tikou, B. (2016), "Quantitative parameters of primary roughness for describing the morphology of surface discontinuities at various scales", Geomech. Eng., 11(4), 515-530. https://doi.org/10.12989/gae.2016.11.4.515.
DOI
|
5 |
Tse, R. and Cruden, D.M. (1979), "Estimating joint roughness coefficients", Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 16(5), 303-307. https://doi.org/10.1016/0148-9062(79)90241-9.
DOI
|
6 |
Vesic, A.S. (1973), "Analysis of ultimate loads of shallow foundations", J. Soil Mech. Found. Div., 99, 45-73.
DOI
|
7 |
Williams, A.F. (1980), "Design and performance of piles socketed into weak rock", Ph.D. Dissertation, Monash University, Melbourne, Australia.
|
8 |
Anil, O., Akbas, S. O., Babagiray, S., Gel, A.C. and Durucan, C. (2017), "Experimental and finite element analyses of footings of varying shapes on sand", Geomech. Eng., 12(2), 223-238. https://doi.org/10.12989/gae.2017.12.2.223.
DOI
|
9 |
Barton, N. (1973), "Review of a new shear-strength criterion for rock joints", Eng. Geol., 7(4), 287-332. https://doi.org/10.1016/0013-7952(73)90013-6.
DOI
|
10 |
Gutierrez-Ch, J.G., Senent, S., Melentijevic, S. and Jimenez, R. (2018), "Distinct element method simulations of rock-concrete interfaces under different boundary conditions", Eng. Geol., 240, 123-139. https://doi.org/10.1016/j.enggeo.2018.04.017.
DOI
|
11 |
Hjiaj, M., Lyamin, A.V. and Sloan, S.W. (2005), "Numerical limit analysis solutions for the bearing capacity factor ", Int. J. Solids Struct., 42(5-6), 1681-1704. https://doi.org/10.1016/j.ijsolstr.2004.08.002.
DOI
|
12 |
Hoek, E. and Brown, E.T. (1980), "Empirical strength criterion for rock masses", J. Geotech. Eng. Div., 106(9), 1013-1035.
DOI
|
13 |
Hoek, E. and Brown, E.T. (1997), "Practical estimates of rock mass strength", Int. J. Rock Mech. Min. Sci., 34(8), 1165-1186. https://doi.org/10.1016/S1365-1609(97)80069-X.
DOI
|
14 |
Jahanandish M., Veiskarami, M. and Ghahramani, A. (2012), "Effect of foundation size and roughness on the bearing capacity factor, , by stress level-based ZEL method", Arab. J. Sci. Eng., 37(7), 1817-1831. https://doi.org/10.1007/s13369-012-0293-3.
DOI
|
15 |
Jeong, S., Ahn, S. and Seol, H. (2010), "Shear load transfer characteristics of drilled shafts socketed in rocks", Rock Mech. Rock Eng., 43(1), 41-54. https://doi.org/10.1007/s00603-009-0026-4
DOI
|
16 |
Keshavarz, A. and Kumar, J. (2018), "Bearing capacity of foundations on rock mass using the method of characteristics", Int. J. Numer. Anal. Meth. Geomech., 42(3), 542-557. https://doi.org/10.1002/nag.2754.
DOI
|
17 |
Krounis, A., Johansson, F. and Larsson, S. (2016), "Shear strength of partially bonded concrete-rock interfaces for application in dam stability analyses", Rock Mech. Rock Eng., 49(7), 2711-2722. https://doi.org/10.1007/s00603-016-0962-8.
DOI
|
18 |
Brinch Hansen, J.A. (1970), "Revised and extended formula for bearing capacity" Bulletin No. 28. Danish Geotechnical Institute Copenhagen, Denmark, 5-11.
|
19 |
Lo, K.Y., Lukajic, B., Wang, S., Ogawa, T. and Tsui, K.K. (1990), "Evaluation of strength parameters of concrete-rock interface for dam safety assessment", Proceedings of the Canadian Dam Safety Conference, Toronto, Canada, September.
|
20 |
Benmebarek, S., Saifi, I. and Benmebarek, N. (2017), "Depth factors for undrained bearing capacity of circular footing by numerical approach", J. Rock Mech. Geotech. Eng., 9(4), 761-766. https://doi.org/10.1016/j.jrmge.2017.01.003.
DOI
|
21 |
Carter, J.P. and Kulhawy, F.H. (1988), "Analysis and design of foundations socketed into rock", Report No. EL-5918, Empire State Electric Engineering Research Corporation and Electric Power Research Institute, New York, U.S.A., 158.
|
22 |
Meyerhof, G.G. (1955), "Influence of roughness of base and ground-water conditions on the ultimate bearing capacity of foundations", Geotechnique, 5(3), 227-242. https://doi.org/10.1680/geot.1955.5.3.227.
DOI
|
23 |
Maleki, H. and Hollberg, K., (1995), "Structural stability assessment through measurements", Proceedings of the ISRM International Workshop on Rock Foundations, Tokyo, Japan, September.
|
24 |
Melentijevic, S. and Olalla, C. (2014), "Different FEM models for simulation of the Osterberg load test in rock shafts", Proceedings of the ISRM Regional Symposium EUROCK 2014, Vigo, Spain, May.
|
25 |
Merifield, R.S., Lyamin, A.V. and Sloan, S.W. (2006), "Limit analysis solutions for the bearing capacity of rock masses using the generalised Hoek-Brown criterion", Int. J. Rock Mech. Min. Sci., 43(6), 920-937. https://doi.org/10.1016/j.ijrmms.2006.02.001.
DOI
|
26 |
Meyerhof, G.G. (1963), "Some recent research on the bearing capacity of foundations", Can. Geotech. J., 1(1), 16-26. https://doi.org/10.1139/t63-003.
DOI
|
27 |
Mouzannar, H., Bost, M., Leroux, M. and Virely, D. (2017), "Experimental study of the shear strength of bonded concrete-rock interfaces: Surface morphology and scale effect", Rock Mech. Rock Eng., 50(10), 2601-2625. https://doi.org/10.1007/s00603-017-1259-2.
DOI
|
28 |
Nam, M.S. and Vipulanandan, C. (2008), "Roughness and unit side resistances of drilled shafts socketed in clay shale and limestone", J. Geotech. Geoenviron. Eng., 134(9), 1272-1279. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:9(1272).
DOI
|
29 |
Clausen, J. (2013), "Bearing capacity of circular footings on a Hoek-Brown material", Int. J. Rock Mech. Min. Sci., 57, 34-41. https://doi.org/10.1016/j.ijrmms.2012.08.004.
DOI
|
30 |
Chakraborty, M. and Kumar, J. (2015), "Bearing capacity of circular footings over rock mass by using axisymmetric quasi lower bound finite element limit analysis", Comput. Geotech., 70, 138-149. https://doi.org/10.1016/j.compgeo.2015.07.015.
DOI
|
31 |
De Beer, E.E. (1970), "Experimental determination of the shape factors and the bearing capacity factors of sand", Geotechnique, 20(4), 387-411. https://doi.org/10.1680/geot.1970.20.4.387.
DOI
|
32 |
Du, S., Gao, H., Hu, Y., Huang, M. and Zhao, H. (2015), "A new method for determination of joint roughness coefficient of rock joints", Math. Prob. Eng., 1-6. https://doi.org/10.1155/2015/634573.
|
33 |
FLAC (2007), User's Manual, Itasca Consulting Group Inc., Minneapolis, Minnesota, U.S.A.
|
34 |
Ghosh, A.K. (2010), "Shear strength of dam-foundations rock interface-a case study", Proceedings of the Indian Geothecnical Conference, Mumbai, India, December.
|
35 |
Barton, N. and Choubey, V. (1977), "The shear strength of rock joints in theory and practice", Rock Mech., 10(1-2), 1-65. https://doi.org/10.1007/BF01261801.
DOI
|
36 |
Pells, P.J.N., Rowe, R.K. and Turner, R.M. (1980), "An experimental investigation into side shear for socketed piles in sandstone", Proceedings of the International Conference on Structural Foundations on Rock, Sydney, Australia, May.
|
37 |
Lo, K.Y., Ogawa, T., Lukajic, B. and Dupak, D.D. (1991), "Measurement of strength parameters of concrete-rock contact at the dam foundation interface", Geotech. Test. J., 14(4), 383-394. https://doi.org/10.1520/GTJ10206J.
DOI
|
38 |
Nitta, A., Yamamoto, S., Sonoda, T. and Husono, T. (1995), "Bearing capacity of soft rock foundation on in-situ bearing capacity tests under inclined load." Proceedings of the ISRM International Workshop on Rock Foundations, Tokyo, Japan, September.
|
39 |
Pellegrino, A. (1974), "Surface footings on soft rocks", Proceedings of the 3rd Congress of the International Society for Rock Mechanics, Denver, Colorado, U.S.A., September.
|
40 |
Pells, P.J.N. and Turner, R.M. (1979), "Elastic solutions for the design and analysis of rocksocketed piles", Can. Geotech. J., 16(3), 481-487. https://doi.org/10.1139/t79-054.
DOI
|
41 |
Ramamurthy, T. (2014), Engineering in Rocks for Slopes Foundations and Tunnels, PHI Learning, Delhi, India.
|
42 |
Rowe, R.K. and Armitage, H.H. (1984), "The design of piles socketed into weak rock", Report GEOT-11-84, University of Western Ontario, London, Canada.
|
43 |
Samanta, M., Punetha, P. and Sharma, M. (2018), "Effect of roughness on interface shear behavior of sand with steel and concrete surface", Geomech. Eng., 14(4), 387-398. https://doi.org/10.12989/gae.2018.14.4.387.
DOI
|
44 |
Seidel, J.P. and Collingwood, B. (2001), "A new socket roughness factor for prediction of rock socket shaft resistance", Can. Geotech. J., 38(1), 138-153. https://doi.org/10.1139/t00-083.
DOI
|
45 |
Sokolovskii, V.V. (1965), Statics of Soil Media, Butterworths Science, London, U.K.
|
46 |
Serrano, A., Olalla, C. and Gonzalez, J. (2000), "Ultimate bearing capacity of rock masses based on the modified Hoek-Brown criterion", Int. J. Rock Mech. Min. Sci., 37(6), 1013-1018. https://doi.org/10.1016/S1365-1609(00)00028-9.
DOI
|