[1]
ARMOUR T, GRONECK P, KEELEY J, et al. Micropile design and construction guidelines implementation manual priority technologies (PTP) project, USA: publication NO.FHWA-SA-97-070. 2000.
Google Scholar
[2]
Bruce, D.A., Dimillio, A.F., Juran, I. "Introduction to micropiles: an international perspective." Foundation Upgrading and Repair for Infrastructure Improvement, William F. Kane ed., ASCE, New York, Geotechnical Special Publication, 1995a, 1-26.
Google Scholar
[3]
Bruce, D.A., Dimillio, A.F., Juran, I. Civil Engineering, Vol.65(1995b): p.51.
Google Scholar
[4]
Bruce, D.A., Juran, I., Dimillio, A.F. High capacity grouted micropiles： the state of practice in the United States." Proc., 15th Int. Conf. on Soil Mechanics and Geotechnical Engineering, A A Balkema, Leiden, Netherlands, 2001, 851-854.
Google Scholar
[5]
David, E. W., Claus, J.L., et al. "Mini-pile case histories and tensile load test on an instrumented mini-pile." Foundations and Ground Improvement, Thomas and L. Brandon, ASCE, New York, Geotechnical Special Publication, 2001, 928-942.
Google Scholar
[6]
Lizzi, F. "The pali radice (root piles)". Symposium on soil and rock improvement techniques including geotextiles, reinforced earth and modern piling methods, Bangkok, 1982, D-3.
Google Scholar
[7]
Bruce, D.A. Ground Engineering, Vol.21(1988): p.20.
Google Scholar
[8]
Bruce, D.A. Ground Engineering, Vol.22(1989):p.35.
Google Scholar
[9]
Juran, I., Bruce, D.A., Dimillio, A., and Benslimane, A. Ground Improvement, Vol.3(1999):p.89.
Google Scholar
[10]
Lu XianLong, Cheng Yongfeng. "Review and new development on transmission lines tower foundation in China." 2008 CIGRE Session Proc., B2-215, Paris,1-11.
Google Scholar
[11]
Kulhawy, F. H., O' Rourke, T.D., Stewart, J. P., and Beech, J. F. "Transmission line structure foundations for uplift-compression loading: Load test summaries." Research Rep. EL-6965, Electric Power Research Institute, Palo Alto, California, 1983.
Google Scholar
[12]
Benslimane, A. Juran, I, Bruce D.A.. "Group and network effect in micropile design practice." Proc., 15th Int. Conf. on Soil Mechanics and Geotechnical Engineering, A.A. Balkema, Leiden, Netherlands, 1997,767-770.
Google Scholar
[13]
Richard, J.F., Catalina, O.P., Michele, C. "Compaction-grouted micropiles at the Northwestern University NGES." National Geotechnical Experimental Sites, Jean Benost, ASCE, New York, Geotechnical Special Publication, 2000, 235-249.
DOI: 10.1061/9780784404843.ch11
Google Scholar
[14]
Thompson R.P., Clinton, K., Hillier, R.P.. "A field construction and load test trial of capacity mini piles." Proc., 15th Int. Conf. on Soil Mechanics and Geotechnical Engineering, A A Balkema, Leiden, Netherlands, 2001, 1031-1034.
Google Scholar
[15]
Lü Fanren, Chen Renpeng et al. China Civil Engineering Journal, Vol.38(2005):p.99.
Google Scholar
[16]
Gong Jian，Chen Renpeng，Chen Yunmin et al. Chinese Journal of Rock Mechanics and Engineering, Vol.23(2004): p.3541.(in Chinese)
Google Scholar
[17]
Zeng Youjin, Wang Nianxiang, Zhang Weimin et al. Chinese Journal of Geotechnical Engineering. Vol.25(2003): p.242.(in Chinese)
Google Scholar
[18]
Anil Misra, C.-H. Chen, A. et al. Journal of geotechnical and geoenviromental engineering, Vol.130(2004):p.1024.(in Chinese)
Google Scholar
[19]
The National Standards Compilation Group of People's Republic of China. Code for Design of Chinese Concrete Structure (GB50007-2002) [S]. Beijing: China Architecture and Building Press, 2002.(in Chinese)
Google Scholar
