Centrifuge model test study on pile reinforcement behavior of cohesive soil slopes under earthquake conditions

The characteristics and failure mechanism of the largest landslide triggered by the Wenchuan earthquake, May 12, 2008, China

(2011) Runqiu Huang et al.   Landslides

Centrifuge model tests of geotextile-reinforced soil embankments during an earthquake

(2010) Liping Wang et al.   GEOTEXTILES AND GEOMEMBRANES

Mechanism of activation of the Lanta Khola landslide in Sikkim Himalayas

(2010) K. Anbarasu et al.   Landslides

NAIL REINFORCEMENT MECHANISM OF COHESIVE SOIL SLOPES UNDER EARTHQUAKE CONDITIONS

(2010) LIPING WANG et al.   SOILS AND FOUNDATIONS

Behavior and stability of a large-scale cut slope considering reinforcement stages

(2009) Gi-Chun Kang et al.   Landslides

Centrifuge model tests on clay based engineered barriers subjected to differential settlements

(2008) B VISWANADHAM et al.   APPLIED CLAY SCIENCE

New image analysis-based displacement-measurement system for geotechnical centrifuge modeling tests

(2008) Ga Zhang et al.   MEASUREMENT