By Springman, S.

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Roscoe et al. showed that the stresses at critical states defined an essentially frictional relationship – so we have the idea of looking at soil response in parallel in terms of stresses and in terms of volumetric packing in an effective stress plane and a compression plane (Fig. 4). This already starts to provide further unification and permits semi-quantitative estimates of soil response to be made – broad estimates of character of volume change and expected ultimate strengths etc. (Muir Wood 1990).

Lancellotta, R. 1993. Stability of a rigid column with non linear restraint. Géotechnique 43(2): 331-332. Nova, R. & Montrasio, R. 1991. Settlement of shallow foundations on sand. Géotechnique 41(2): 243256. Pepe, M. 1995. La Torre Pendente di Pisa. Analisi teorico-sperimentale della stabilità dell'equilibrio. Tesi di Dottorato in Ingegneria Geotecnica, Politecnico di Torino. M. B. 2000. Development and application of a numerical model for simulating the stabilisation of the Leaning Tower of Pisa.

Viggiani, C. 1994. Some remarks on the stability of towers. Symp. on Development in Geotechnical Engineering, Bangkok. , Russo, G. & Viggiani, C. 1997. Stability of towers on compressible ground. Rivista Italiana di Geotecnica. I. & Serebrajani, R. V. 1961. Design of structures upon elastic foundations. Proc. 5th ICSMFE, Paris 1: 643–648. Edmonds, H. 1993. The use of underexcavation as a means of stabilising the leaning tower of Pisa: scale model tests. MSc Thesis, Imperial College, London. Habib, P.

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