In:
Advanced Materials Research, Trans Tech Publications, Ltd., Vol. 594-597 ( 2012-11), p. 105-108
Kurzfassung:
According to basalt areas of the soil slope weathering in Guizhou, design the slope anchor model test in room. Respectively compare the single anchor strain distribution curve, before and after seepage, with different loading time, and magnitude of different strain distribution curve of the same column in the slope, sliding surface and anchor point at the end of a period comparison analysis research. Test shows that, curve distribution along the length of the anchor rod anchor strain is higher in the middle, lower at the ends; anchor deformation mainly on the top of the first row; the slope of feet and peak strain is higher than other parts, and more likely to damage; the early strain will be a negative value, and the bolts are composite components mainly affording hydraulic tensile stress.
Materialart:
Online-Ressource
ISSN:
1662-8985
DOI:
10.4028/www.scientific.net/AMR.594-597
DOI:
10.4028/www.scientific.net/AMR.594-597.105
Sprache:
Unbekannt
Verlag:
Trans Tech Publications, Ltd.
Publikationsdatum:
2012
ZDB Id:
2265002-7