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基于真空–堆载联合预压法的未打穿竖井地基固结分析
引用本文:耿雪玉,吕顺,于洁. 基于真空–堆载联合预压法的未打穿竖井地基固结分析[J]. 岩石力学与工程学报, 2011, 30(10): 2151-2155
作者姓名:耿雪玉  吕顺  于洁
作者单位:(青岛理工大学 土木工程学院,山东 青岛 266033)
基金项目:国家自然科学基金资助项目,青岛市公共领域科技支撑计划项目
摘    要: 在未打穿竖井情况下,用真空–堆载联合预压法来处理软土地基,既高效又经济。针对这种地基处理方法,应用Laplace 变换半解析法来进行分析。通过在竖井底面设置虚拟竖井来模拟竖井下三维渗流情况,并合理考虑真空度损失,得到真空度损失下竖井打入深度与沉降之间的关系。运用Laplace变换与逆变换,得到比较精确的解析解,并对影响竖井渗透作用的几个主要参数,如贯入度、井阻、真空度等进行对比分析,得到可供实际工程参考的竖井最优贯入度。

关 键 词:土力学真空预压未打穿真空度损失最优贯入度Laplace变换
收稿时间:2011-05-18;

CONSOLIDATION OF PARTIALLY PENETRATED VERTICAL DRAIN WITH VACUUM-SURCHARGE PRELOADING
GENG Xueyu,LU Shun,YU Jie. CONSOLIDATION OF PARTIALLY PENETRATED VERTICAL DRAIN WITH VACUUM-SURCHARGE PRELOADING[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(10): 2151-2155
Authors:GENG Xueyu  LU Shun  YU Jie
Affiliation:(School of Civil Engineering,Qingdao Technological University,Qingdao,Shandong 266033,China)
Abstract:Using the Laplace Transform,this paper analyzed the partially penetrated vertical drain with vacuum preloading.A three-dimensional virtual vertical drain is assumed to reflect the real three-dimension seepage in the soil beneath the tip of the vertical drain;moreover,the vacuum loss along the drain is also taken into consideration in the model.The parameters influencing the consolidation are analyzed,such as well-resistance,vacuum loss,the penetrating ratio etc..Finally,the results are compared with the fie...
Keywords:soil mechanics  vacuum preloading  partially penetrated  vacuum loss  the best penetrate ratio  Laplace transform  
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