ABSTRACT

Natural soft soils are very complex materials. As construction activities increasingly take place in poor ground conditions, ground improvement is often required. However, design practices for ground improvement were for long at best crude and conservative, and at worst unsafe. Although new construction and field observation techniques have been de

part |2 pages

Part I Keynote papers

chapter |9 pages

(c)

part |2 pages

Part II Constitutive and numerical modelling