Influence of coarse particles on the physical properties and quick undrained shear strength of fine-grained soils |
Park, Tae-Woong
(Department of Civil and Environmental Engineering, Kunsan National University)
Kim, Hyeong-Joo (Department of Civil and Environmental Engineering, Kunsan National University) Tanvir, Mohammad Taimur (Department of Civil and Environmental Engineering, Kunsan National University) Lee, Jang-Baek (Department of Civil and Environmental Engineering, Kunsan National University) Moon, Sung-Gil (Department of Civil and Environmental Engineering, Kunsan National University) |
1 | Anderson, T.C. and Lukas, R.G. (1981), Preconsolidation Pressure Predicted Using Su/ Ratio, in Laboratory Shear Strength of Soil, ASTM, 502-515. |
2 | ASTM International (2006), Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System), American Society for Testing and Materials, U.S.A. |
3 | Cabalar, A.F. and Mustafa, W.S. (2015), "Fall cone tests on claysand mixtures", Eng. Geol., 192,154-165. DOI |
4 | Hansbo, S. (1957), "A new approach to the determination of the shear strength of clay by the fall cone test", Proceedings No. 14: Royal Swedish Geotechnical Institute, Stockholm, Sweden. |
5 | Houlsby, G.T. (1982), "Theoretical analysis of the fall cone test", Geotechnique, 32(2), 111-118. DOI |
6 | Kim, G., Kyung, D., Park, D., Kim, I., and Lee, J. (2015), "CPTbased p-y analysis for mono-piles in sands under static and cyclic loading conditions", Geomech. Eng., 9(3), 313-328. DOI |
7 | Kim, H.J., Won, M.S., Lee, J.B. and Kim, Y.S. (2016), "A study on the shape and one resistance of dredged fill in geotextile tube under water and drained conditions", J. Kor. Soc. Civ. Eng., 36(1), 85-96 (In Korean). DOI |
8 | Meyerhof, G.G. (1951), "The ultimate bearing capacity of foundation", Geotechnique, 2, 301-332. DOI |
9 | Mission, J.L., Kim, H.J. and Lee, K.H. (2013), "Artificial neural network (ANN) application for spatial interpolation of standard penetration test (SPT) and soil profile date", Proceedings of the 2013 World Congress on Advances in Structural Engineering Mechanics, Jeju, Korea, September. |
10 | Nocilla, A., Coop, M.R. and Colleselli, F. (2006), "The mechanics of an Italian silt: An example of 'transitional' behavior", Geotechnique, 56(4), 261-271. DOI |
11 | Sanglerat, G. (1972), The Penetrometer and Soil Exploration Interpretation of Penetration Diagrams-Theory and Practice, Elsevier, Amsterdam, The Netherlands. |
12 | Skempton, A.W. (1951), "The bearing capacity of clays", Proceedings of the Building Research Congress, London, England, September. |
13 | Stone, K. and Kyambadde, B.S. (2012), "Index and strength properties of clay gravel mixtures", Proc. ICE Geotech. Eng., 165(1), 13-21. DOI |
14 | Tanaka, H., Hirabayashi, H., Matsuoka, T. and Kaneko, H. (2012), "Use of fall cone test as measurement of shear strength for soft clay materials", Soil. Found., 52(4), 590-599. DOI |
15 | Tumay, M.T., Acar, Y.B. and Boggess, R. (1981), Subsurface Investigations with Piezo-cone Penetrometer, in Cone Penetration Testing and Experience, ASCE, 325-342. |
16 | Tanvir, T. (2016), "A study on relationship between penetration energy and soil characteristics in standard penetration test", M.Sc. Dissertation, Chonbuk University, Jeonju, Korea. |
17 | Tembe, S., Lockner, D. and Wong, T.F. (2010), "Effect of clay content and mineralogy on frictional sliding behavior of simulated gouges; Binary and ternary mixtures of quartz, illite, and montmorillonite", J. Geophys. Res., 115(B3). |
18 | Terzaghi, K. (1943), Theoretical Soil Mechanics, John Wiley and Sons, New York, U.S.A. |
19 | Wei, L. and Pant, R. (2014), "Evaluation of undrained shear strength of soft New Orleans clay using piezcone", Proceedings of the 2nd International Symposium on Cone Penetration Testing, California, U.S.A., May. |
20 | Wroth, C.P., Wood, D.M., (1987), "The correlation of index properties with some basic engineering properties of soils", Can. Geotech. J., 15(2), 137-145. DOI |
21 | Zreik, D.A., Ladd, C.C. and Germaine, J.T. (1995), "A new fall cone device for measuring the undrained strength of very weak cohesive soils", Geotech. Test. J., 18(4), 472-482. DOI |
22 | Zuidberg, H.M., Schaap, L.H.J. and Beringen, F.I. (1982), "A penetrometer for simultaneously measuring cone resistance, sleeve friction and dynamic pore pressure", Proceedings of the 2nd European Symposium on Penetration Testing (ESOPT II), Amsterdam, The Netherlands, May. |