In situ triaxial creep test for investigating deformational properties of gravelly sliding zone soil: example of the Huangtupo 1# landslide, China

Constitutive model for rate-independent behavior of saturated frozen soils

(2016) S.A. Ghoreishian Amiri et al.   CANADIAN GEOTECHNICAL JOURNAL

Effect of gravel content on creep behavior of clayey soil at residual state: implication for its role in slow-moving landslides

(2016) Bao-Ping Wen et al.   Landslides

New data and interpretations of the shallow and deep deformation of Huangtupo No. 1 riverside sliding mass during seasonal rainfall and water level fluctuation

(2016) Jinge Wang et al.   Landslides

A fractional order creep constitutive model of warm frozen silt

(2016) Mengke Liao et al.   Acta Geotechnica

Research on mechanical parameters of coarse-grained sliding soil based on CT scanning and numerical tests

(2015) Jiwei Jiang et al.   Landslides

Evolution characteristics of the Huangtupo landslide based on in situ tunneling and monitoring

(2014) Huiming Tang et al.   Landslides

Residual strength and creep behaviour on the slip surface of specimens of a landslide in marine origin clay shales: influence of pore fluid composition

(2014) C. Di Maio et al.   Landslides

In situ monitoring of the groundwater field in an unsaturated pyroclastic slope for slope stability evaluation

(2014) Marianna Pirone et al.   Landslides

Residual strength of slip zone soils

(2013) X. P. Chen et al.   Landslides

Stability of Huangtupo riverside slumping mass II# under water level fluctuation of Three Gorges Reservoir

(2012) Xinli Hu et al.   Journal of Earth Science

Application of large-scale ring shear tests to the analysis of tsunamigenic landslides at the Stromboli volcano, Italy

(2009) Daniela Boldini et al.   Landslides