[1]
Writing Committee of Manual for Geotechnical Engineering, Manual for Geotechnical Engineering, China Architecture & Building Press, Beijing, (1994).
Google Scholar
[2]
GB50007-2002, Design Code for Building Foundation, China Architecture & Building Press, Beijing, (2002).
Google Scholar
[3]
GB50021-2001, Survey Code for Geotechnical Engineering, China Architecture & Building Press, Beijing, (2002).
Google Scholar
[4]
L. Zhu, L. Liu, N. Geng, New Testing Techniques of Foundation, Machinery Industry Press, Beijing, (2002).
Google Scholar
[5]
H. B. Seed, et al, Influence of SPT procedures in soil liquefaction resistance evaluations, Journal of Geotechnical Engineering, 12 (1985) 1425-1445.
DOI: 10.1061/(asce)0733-9410(1985)111:12(1425)
Google Scholar
[6]
A.W. Skempton, Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, ageing and over consolidation, J. Geo-technique, 3 (1986).
DOI: 10.1680/geot.1986.36.3.425
Google Scholar
[7]
Kohji Tokomatsu, et al, Empirical correlation of soil liquefaction based on SPT N~ value and fines content, Soilsand Foundations, 4 (1983) 56-74.
DOI: 10.3208/sandf1972.23.4_56
Google Scholar
[8]
X. Zhu. Estimating soil geotechnical parameters by in-situ test methods, Journal of Tongji University, 3 (1995) 332-337.
Google Scholar
[9]
J. Cheng, The blow counts selection of standard penetration test, Survey Techniques, 1 (2002) 13~15.
Google Scholar