The in-situ test result shows that using the lime-soilpile to treat the collapsible loess under the bridge is feasible.
现场检验表明,本文提出的采用灰土桩处理桥基湿陷性黄土地基是可行的。
2
The compaction effect of artificially drilled lime-soilpile is not obvious comparing test results of soils between piles at different position.
通过对不同位置的桩间土的物理力学性能的试验比较,表明人工成孔挤密灰土桩对桩周土的挤密效果不明显。
3
These calculations have practice value and theory significance to the using of lime-soilpile and cement-lime-loess pile composite foundation in engineering.