Title :
Experimental study on water conduction of sliding surface in an expansive soil slope
Author :
Zhu, Qianlin ; Ren, Wei
Author_Institution :
Key Lab. of Coal-based CO2 Capture & Geol. Storage, Xuzhou, China
Abstract :
Strength of the expansive soil is sensitive to water content, and the strength declines as the water content increasing. The property change of sliding surface is important to the stability of the expansive soil slope. Therefore, the water conduction characteristic of the sliding surface is important to the stability of the slope. We set three observation pits that are 3 m interval along the toe of an expansive soil slope. The water level in the three pits is pronounced different, and an outflow zone of water appears along the toe of the slide slope a period after a rainfall. The experiment indicates a part of rainwater can flow into the slope soil through cracks on the expansive soil slope during and after the rainfall. This part of rainwater flows along the sliding surface in expansive soil slope under the hydraulic gradient, and the water conduction ability along the sliding surface is serious, which may decreases the stability of the expansive soil slope.
Keywords :
geotechnical engineering; hydraulic systems; soil; distance 3 m; expansive soil slope; hydraulic gradient; rainwater flows; slide slope; sliding surface; slope soil; water conduction ability; water conduction characteristic; water content; Buildings; Rocks; Soil; Stability analysis; Surface cracks; Thermal stability; Expansive soil; Sliding surface; Slope; Slope stability;
Conference_Titel :
Multimedia Technology (ICMT), 2011 International Conference on
Conference_Location :
Hangzhou
Print_ISBN :
978-1-61284-771-9
DOI :
10.1109/ICMT.2011.6003348