1 |
Ranzani, S. M. T. (2001), Stabilisation of leaning structures: the Tower of Pisa case, Geotechnique 51, No.7, 647-648
DOI
ScienceOn
|
2 |
Tamez, E., Ovando, E. & Santoyo, E. (1997), Underexcavation of Mexico City's Metropolitan Cathedral and Sagrario Church. Proc. XIV ICSMFE, Hamburg. 2105-2126
|
3 |
Ng, C. W. W., Lee, C. J., Zhou, X. W., and Xu, G. M. (2005), Novel centrifuge simulations of restoration of building tilt, 16th Int. Conf. on Soil Mechanics and Geotechnical Engineering, Osaka, Japan. (in press)
|
4 |
Liu, Z. D. (1990), A new technique of remediation of leaning building -Relieving subgrade stress, Chinese Journal of Soil Engineering and Foundation 4, No.1, 1-6. (in Chinese)
|
5 |
Ng, C. W. W., Van Laak, P. A., Zhang, L. M., Tang, W. H., Zong, G. H., Wang, Z. L., Xu, G. M., and Liu, S. H. (2002), Development of a four-axis robotic manipulator for centrifuge modeling at HKUST. Proc. Int. Conf. on Physical Modelling in Geotechnics, St. John's Newfoundland, Canada. 71-76
|
6 |
Amirsoleymani, T. (1991), Removing soil layers under foundations to rotate buildings, Proc. 9th Asian Regional Conf. on. Soil Mechanics and Foundation Engineering, 2, 201-204
|
7 |
Jamiolkowski, M. B. (2001), The leaning Tower of Pisa-Present situation, A look back for future geotechnics. (Editors, Wu, Zhang & Woods), Rotterdam: A. A. Balkema, 93-129
|
8 |
Ng, C. W. W., Van Laak, P. Tang, W. H., Li, X. S., and Zhang, L. M. (2001), The Hong Kong Geotechnical Centrifuge. Proc. 3rd Int. Conf. Soft Soil Engineering, Dec., Hong Kong. 225-230
|