On Overloading Design Method for the Slope of Deep Foundation Pit with Layered Soil Braced by Soil Nail
2013 ◽
Vol 438-439
◽
pp. 724-727
Keyword(s):
Based on plastic limit equilibrium theory of soil, the suitable values of energy safety factor are discussed here from energy work rate, the new design method for vertical slope of deep foundation pit with layered soil braced by soil nail with even overloading on slope top is proposed and engineering example is given out.
2014 ◽
Vol 1030-1032
◽
pp. 714-718
Keyword(s):
2011 ◽
Vol 383-390
◽
pp. 7713-7717
Keyword(s):
Keyword(s):
2012 ◽
Vol 256-259
◽
pp. 198-202
2022 ◽
Vol 2148
(1)
◽
pp. 012061
Keyword(s):
2011 ◽
Vol 243-249
◽
pp. 2762-2770
◽
2011 ◽
Vol 90-93
◽
pp. 485-489