1 |
ASTM Book of Standards (2004), D5882, Vol. 04.09.
|
2 |
Baker, C.N. Jr., Drumright, E.E., Mensah, F.D., Parikh, G. and Ealy, C.D. (1991), "Use of nondestructive testing to evaluate defects in drilled shafts: Results of FHWA research", Transportation Res. Rec., 1331, 28-35.
|
3 |
Chow, Y.K., Phoon, K.K., Chow, W.F. and Wong, K.Y. (2003), "Low strain integrity testing of piles: Threedimensional effects", J. Geotech. Geoenviron., 129(11), 1057-1062.
DOI
ScienceOn
|
4 |
Davis, A.G. (2003), "The nondestructive impulse response test in North America: 1985-2001", NDT&E Int., 36(4), 185-193.
DOI
ScienceOn
|
5 |
Finno, R.J. and Gassman, S.L. (1998), "Impulse response evaluation of drilled shafts", J. Geotech. Environ., 124(10), 965-975.
DOI
ScienceOn
|
6 |
Kim, D.S., Kim, H.W. and Kim, W.C. (2002), "Parametric study on the impact-echo method using mock-up shafts", NDT&E Int., 35(8), 595-608.
DOI
ScienceOn
|
7 |
Liao, S.T. and Roesset, J.M. (1997), "Dynamic response of intact piles to impulse loads", Int. J. Numer. Anal. Met., 21(4), 255-275.
DOI
ScienceOn
|
8 |
Liao, S.T., Tong, J.H., Chen, C.H. and Wu, T.T. (2006), "Numerical simulation and experimental study of parallel seismic test for piles", Int. J. Solid. Struct., 43(7-8), 2279-2298.
DOI
ScienceOn
|
9 |
Olson, L.D., Jalinoos, F. and Aouad, M.F. (1995), "Determination of unknown subsurface bridge foundations", Report submitted to NCHRP, Transportation Res. Board, National Research Council, 129-148.
|
10 |
Rausche, F., Shen, R.K. and Likins, G.E., Jr. (1991), "Comparison of pulse echo and transient response pile integrity test methods", Integrity Testing of Foundations, Transportation Res. Rec., 1331, 21-27.
|