In the context of landfilling dewatered wastewater sludge in Hong Kong
, with landfills up to 140 m high, one of the most significant propert
ies of sludge is its physical nature with regard to moisture character
istics and associated geotechnical stability. Commonly, lower limits a
re set on total solids content, but no geotechnical stability criteria
are applied with the exception of Germany where a minimum requirement
for vane shear strength is set at 25 kN/m(2). The purpose of this stu
dy was to determine and evaluate dewatered wastewater sludge from thre
e Hong Kong municipal wastewater treatment plants with regard to the f
ollowing physical and geotechnical properties: (i) vane shear strength
; (ii) consolidation characteristics such as compression index, compre
ssibility factor, coefficient of consolidation and compressibility coe
fficient; and (iii) hydraulic characteristics such as permeability and
intrinsic resistance. Although dewatered sludge exhibits quite differ
ent characteristics as compared to soils, predictive logarithmic relat
ionships may be established between various properties which are consi
stent with the critical state model for soils, conventional filtration
and consolidation theory. Such representation provides a valuable bas
is for understanding the sludge characteristics and behaviour to landf
ill design. Copyright (C) 1996 IAWQ. Published by Elsevier Science Ltd
.