Zeng Fangjin, Wei Huixing, Wang Jun, Fu Hongtao. LABORATORY MODEL TEST OF TREATING SOFT SOIL GROUND USING DEEP AIR-BOOSTED VACUUM PRELOADING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 90-94.
Citation:
Zeng Fangjin, Wei Huixing, Wang Jun, Fu Hongtao. LABORATORY MODEL TEST OF TREATING SOFT SOIL GROUND USING DEEP AIR-BOOSTED VACUUM PRELOADING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 90-94.
Zeng Fangjin, Wei Huixing, Wang Jun, Fu Hongtao. LABORATORY MODEL TEST OF TREATING SOFT SOIL GROUND USING DEEP AIR-BOOSTED VACUUM PRELOADING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 90-94.
Citation:
Zeng Fangjin, Wei Huixing, Wang Jun, Fu Hongtao. LABORATORY MODEL TEST OF TREATING SOFT SOIL GROUND USING DEEP AIR-BOOSTED VACUUM PRELOADING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 90-94.
Because of effect of well resistance and smear,deep soil can not achieve adquate vacuum when adopting
the common vacuum preloading to reinforce soft soil. So deep soil can not be reinforced effectively. A method of deep
air-boosted vacuum preloading to overcome the shortage of common vacuum preloading was proposed,which could
improve the rate of drainage through enlarge the pressure difference between soil and the vertical drain. In addition,
convection was produced between deep soil and upper soil with deep air-boosted,the rate of drainage would be
improved due to that reason. Compared with the physical indicators of common preloading model test and found that
the indicators of the moisture content,cross shear strength,cumulation settlement were better than those of the
common vacuum preloading. It concluded that the soft soil could achieved better reinforcement through deep airboosted
vacuum preloading.