Ta. Dijkstra et al., THE LOESS OF NORTH-CENTRAL CHINA - GEOTECHNICAL PROPERTIES AND THEIR RELATION TO SLOPE STABILITY, Engineering geology, 36(3-4), 1994, pp. 153-171
Loess is an aeolian deposit consisting of predominantly silt-sized qua
rtz particles, and containing variable amounts of clay-sized minerals.
Loess is generally classified as a water-softening material, because
upon wetting the loess fabric rapidly weakens or collapses. The strain
hardening of Malan loess and the brittle failure of Lishi and Wucheng
loess are in strong contrast to the failure behaviour of these loess
deposits in a remoulded state. From tests carried out on samples with
varying moisture contents, using a modified Bromhead ring shear appara
tus, it was found that the effective apparent cohesion gradually incre
ases and the effective internal friction angle decreases with an incre
ase in moisture content. When the moisture content reaches a material-
specific threshold, the effective cohesion decreases rapidly and the e
ffective internal friction angle stabilises at a residual value. The f
requent failure of loess slopes in the western part of the Chinese Loe
ss Plateau is closely related to progressive weathering along zones in
these slopes, which causes a dramatic decrease in strength from the p
eak strength condition. Progressive weathering is common in the loess
slopes in the western part of the Chinese Loess Plateau. During the pr
ocess shear strength reduction along potential slip surfaces may be ac
hieved by leaching of readily soluble salts, destruction of cementatio
n bonds, and redistribution of particles. Localized collapse of the lo
ess fabric causes internal deformation and consequently peak strength
conditions are concentrated on a progressively smaller area of the fai
lure plane. Therefore, the mode of failure of loess slopes is generall
y determined by brittle failure of the undisturbed, and unweathered, c
entral parts of the slopes. It is important that both the weathered an
d unweathered strength of the loess materials in this area be establis
hed in order to analyze the stability of existing loess slopes, many o
f which are steep and lie directly above domestic and industrial urban
areas.