Optimum Design Study on Leveling Variable Stiffness of Composite Foundation with Rammed Soil-Cement Pile
2010 ◽
Vol 168-170
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pp. 2631-2635
Keyword(s):
According to the practical project, settlement, reaction and bending moment of composite foundation with rammed soil-cement pile are recalculated, which based on the change of the original area replacement ratio, pile length and foundation thickness. The method of optimum design study on leveling variable Stiffness is investigated.
2012 ◽
Vol 256-259
◽
pp. 612-615
Keyword(s):
Keyword(s):
2013 ◽
Vol 405-408
◽
pp. 216-220
2013 ◽
Vol 639-640
◽
pp. 644-647
2014 ◽
Vol 1065-1069
◽
pp. 19-22
Keyword(s):