References
- Aggour, M.S. and Radding, W.R., 2001. Standard penetration test (SPT) correction. Research report submitted to Maryland Department of Transportation, report no. SP007B48State, Highway Administration. Department of Transportation.
- Akca, N., 2003 Correlation of SPT–CPT data from the United Arab Emirates. English Geology 67(3/4) 219–231. doi:10.1016/S0013-7952(02)00181-3
- ASTM, 1999. Standard test method for penetration test and splitbarrel sampling of soils (D1586), Thomson Reuters.
- ASTM, 2000. Standard test method for pre-bored pressuremeter testing in soils (D4719), Thomson Reuters.
- Baguelin, F., 1982. Rules of foundation design using self boring pressuremeter results. Proceedings of international symposium on pressuremeter marine applications, 347–360, Editions TECHNIP-Paris.
- Bowles, J.E., 1997. Foundation analysis and design, 5th edn. New York: McGraw- Hill.
- Bozbey, I. and Togrol, E., 2010. Correlation of standard penetration test and pressuremeter data a case study from Estunbol Turkey. Bulletin of Engineering Geology and Environmental, 69, 505–515. doi:10.1007/s10064-009-0248-4
- Chiang, Y.C. and Ho, Y.M., 1980. Pressuremeter method for foundation design in Hong Kong. Proceedings of sixth Southeast Asian conference on soil engineering, 1, 31–42.
- Clarke, B.G., 1995. Pressuremeters in geotechnical design. London: Blackie Academic and Professional, Chapman & Hall.
- Clayton, C.R.I., 1995. The standard penetration tests (SPT): methods and use (R143). London: CIRIA, 144.
- Gonin, H., Vandangeon, P. and Lafeullade, M.P., 1992. Correlation study between standard penetration and pressuremeter tests. Rev Fr Ge´otech, 58, 67–78.
- Hasancebi, N. and Ulusay, R., 2007. Empirical correlations between shear wave velocity and penetration resistance for ground shaking assessments. Bulletin of Engineering Geology and the Environmental, 66, 203–213. doi:10.2007/s10064-006-0063-0
- Isik, N.S., Doyuran, V. and Ulusay, R., 2008. Assessment of deformation modulus of weak rock masses from pressuremeter tests and seismic surveys. Bulletin of Engineering Geology and the Environment, 67, 293–303. doi:10.1007/s10064-008-0163-0
- Kulhawy, F.H. and Mayne, P.W., 1990. Manual on estimating soil properties for foundation design. Palo Alto: Electric Power Research Institute.
- Liao, S. and Whitman, R.V., 1986. Overburden correction factor for SPT in sand. Journal of Geotechnical Engineering, ASCE, 112 (3), 373–377.
- Mair, R.J. and Wood, D.M., 1987. Pressuremeter testing-methods and interpretation. CIRIA.
- Marcuson, W.F. and Bieganousky, W.A., 1977. SPT and relative density in coarse sands. Journal of Geotechnical Engineering, ASCE, 103(11),1295–1309.
- Menard, L., 1957. An apparatus for measuring the strength of soils in place. Thesis (PhD). University of Illinois.
- Ohya, S., Imai, T. and Matsubara, M., 1982. Relationship between N value by SPT and LLT pressuremeter results. Proceedings, 2. European symposium on penetration testing, 1, 125–130.
- Phoon, K.K. and Kulhawy, F.H., 1999. Evaluation of geotechnical variability. Canadian Geotechnical Journal, 36, 625–639.
- Seed, H.B., Arango, I. and Chan, C.K., 1975. Evaluation of soil liquefaction potential during earthquake (report no. 75–28). Earthquake.
- Skempton, A.W., 1986. Standard penetration test procedures and the effect in sands of overburden pressure, relative density, particle size, aging and over-consolidation. Geotechnique, 36 (3), 425–447.
- Yagiz, S., Akyol, E. and Sen, G., 2008. Relationship between the standard penetration test and the pressuremeter test on sandy silty clays: a case study from Denizli. Bulletin of Engineering Geology and the Environment, 67, 405–410.