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of cases show that the deformation of landslides always takes a
long period of time, which means that time-dependent properties
of landslide soils are observed. According to this understanding,
 Supported by the National Natural Science Foundation of China (50879044)
and Master’s Degree Thesis Excellent Training Funds of Three Gorges University
(2011PY008).
∗ Corresponding author. Tel.: [phone].
E-mail address: [e-mail] (S. Wang).

a series of triaxial creep tests on unsaturated sliding zone soils
were performed (Lai, 2010; Lai et al., 2010). To investigate and
describe the creep behaviors of the unsaturated soils, an appropriate
creep model needs to be constructed on the basis of creep
test data.
At present, creep models for the saturated soils can be roughly
classified into four categories: component model, integration
model, empirical model and semi-empirical model. Among these
models, component model, which is constructed on the basis ofمطلب دیگر :

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linear visco-elastoplastic theorem, is featured with clear physical
meaning, visual concept and good reflection of rheological
properties of geotechnical materials (Sun, 1999). For this purpose,
numerous researches have been conducted using component
models (Liingaard et al., 2004; Wang et al., 2004; Sun, 2007; Yan
et al., 2008; Dey and Basudhar, 2010; Zhang et al., 2012). Most of
above-mentioned researches using creep models took the saturation
condition into consideration, but the unsaturated condition
was rarely considered.

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لیانگ چائو ژو، شیمی وانگ، شیائولینگ لای