Ching-Chuan Huang
ABSTRACT
Better knowledge of internal soil moisture and piezometric responses in the process of rainfall-induced shallow slope failures is the key to an effective prediction of the landslide and / or debris flow initiation. To this end, internal soil moisture and piezometric response of 0.7 m-deep, 1.5 m-wide, 1.7 m-high, and 3.94 m-long semi-infinite sandy slopes rested on a bi-linear …