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粉喷桩加固滨海相软土地基的试验研究
引用本文:邵俐,刘松玉,方磊. 粉喷桩加固滨海相软土地基的试验研究[J]. 高校地质学报, 2002, 8(2): 236-240
作者姓名:邵俐  刘松玉  方磊
作者单位:东南大学交通学院岩土工程研究所,南京 210096
摘    要:
针对连云港地区滨海相软土的工程特性,讨论了采用粉喷桩加固滨海相软土地基的加固效果,包括采用标准贯入试验,取芯无侧限抗压强度值对粉喷桩的桩身质量进行评价以及通过复合地基的静载荷试验评价粉喷桩复合地基,同时根据连云港地区的软土特征建立了标准贯入击数与无侧限抗压强度之间的关系。

关 键 词:粉喷桩 无侧限抗压强度 软土 复合地基 江苏连云港
文章编号:1006-7493(2002)02-236-05
收稿时间:2002-06-20
修稿时间:2002-01-03

Improvement Effects of DJM Piles on Marine Soft Soil Ground
SHAO Li,LIU Song yu,FANG Lei. Improvement Effects of DJM Piles on Marine Soft Soil Ground[J]. Geological Journal of China Universities, 2002, 8(2): 236-240
Authors:SHAO Li  LIU Song yu  FANG Lei
Affiliation:Institute of Geotechnical Engineering, Transportation College, Southeast University, Nanjing 210096
Abstract:
In Lianyungang area, there is much marine soft soil which is of low bearing, high compression and high natural water content. Several methods are used to test the improvement effect of DJM (Dry Jet Mixing) for marine soft soil ground. These methods include the standard penetration test (SPT), the unconfined compression test of boring samples, and the static loading test of composite ground.The relationship between SPT blow counts and the strength of unconfined compression is established.The results show that SPT is a good method for testing quality of DJM piles.
Keywords:DJM piles  unconfined compression strength  soft soil  composite ground  Lianyungang area  Jiangsu province
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