Treatment Technology for Embankment Landslide Caused by Expansive Soil Foundation Instability
2012 ◽
Vol 204-208
◽
pp. 3035-3039
Keyword(s):
The embankments built on expansive soil foundation with a transverse are prone to crack and slide failure. In this paper, the embankment in a certain section of Bailong highway destroyed due to cracks and rainfall. A group of steel piles and reinforced concrete beams is used to strengthen the toe of slopes, and steel piles and reinforced concrete framework beams is utilized to strengthen embankment slopes, then pressure chemical grouting is used to reinforce soil. The treatment effect is good.
2021 ◽
Vol 26
(2)
◽
pp. 04020073
Keyword(s):
2019 ◽
Vol 10
(4)
◽
pp. 188
2018 ◽
Vol 15
(2)
◽
pp. 509-513
2019 ◽
Vol 18
(6)
◽
pp. 1379-1390
Keyword(s):
2019 ◽
2012 ◽
Vol 29
(2)
◽
pp. 136-141
2017 ◽
Vol 10
(02)
◽
pp. 304-312
Keyword(s):