Radial consolidation characteristics of soft undisturbed clay based on large specimens

Author:

Baral Pankaj,Rujikiatkamjorn Cholachat,Indraratna Buddhima,Kelly Richard

Funder

Australian Research Council (ARC) Centre of Excellence in Geotechnical Science and Engineering

the Centre for Geomechanics and Railway Engineering (CGRE) of University of Wollongong (UOW)

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference34 articles.

1. The NGI 54-mm sampler for undisturbed sampling of clays and representative sampling of coarser materials;Andresen,1979

2. Factors affecting field instrumentation assessment of marine clay treated with prefabricated vertical drains;Arulrajah;Geotextiles and Geomembranes,2004

3. Smear effects of vertical drains on soft Bangkok clay;Bergado;Journal of Geotechnical Engineering,1991

4. Prefabricated vertical drain (PVD) in soft Bangkok clay: a case of NBIA project;Bergado;Canadian Geotechnical Journal,2002

5. Reclamation and soil improvement on ultra-soft soil;Bo;Ground Improvement,2005

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