摘要
振冲碎石桩作为一种造价低廉的加固地基的工艺,它所形成的复合土承载能力及抗剪强度均较未加固前有大幅提高,能使土体的位移水平显著降低,用以加固软土地区堤坝也不失为一种可行的方法。
As a low-cost technique to reinforce groundwork, the composite soil mixed by vibroflotation compacting macadam piles has a stronger carrying capacity and shear strength than the one which hasn't been disposed and its displacements are markedly reduced. The thesis suggested using vibroflotation compacting macadam piles for reinforcing the dyke.
出处
《昆明冶金高等专科学校学报》
CAS
2005年第3期41-45,共5页
Journal of Kunming Metallurgy College
关键词
振冲碎石桩
单桩复合地基载荷试验
动力触探
桩间土
vibroflotation compacting macadam piles
load test of single-pile's compound foundation
dynamic sounding
soil between piles