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强夯法在杂填土施工中参数的确定
引用本文:樊世群.强夯法在杂填土施工中参数的确定[J].筑路机械与施工机械化,2009,26(7):45-47.
作者姓名:樊世群
作者单位:西安建筑科技大学土木工程学院,陕西,西安,710055
摘    要:针对颗粒差别较大的杂填土地基采用强夯法对其进行加固施工的实例进行了分析。运用梅纳公式,对有效加固深度等施工参数进行选取,解决了杂填土地基应用强夯法施工的问题,取得了较好的效果。经检验,强夯法可以加固级配较差的杂填土地基。

关 键 词:杂填土地基  强夯法  参数  有效加固深度

Determination of Parameters in Miscellaneous Fill Construction by Heavy Tamping Method
FAN Shi-qun.Determination of Parameters in Miscellaneous Fill Construction by Heavy Tamping Method[J].Road Machinery & Construction Mechanization,2009,26(7):45-47.
Authors:FAN Shi-qun
Institution:FAN Shi-qun(School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, Shaanxi, China)
Abstract:Miscellaneous fill ground is reinforced by heavy tamping method and the qpplication is analyzed. Using Mendard formula, construction parameters such as effective reinforcing depth are selected. Some problems in the heavy tamping construction are solved, and the reinforcing effect is good. Through test, heavy tamping method can be used in the construction of weakly mixed miscellaneous fill ground.
Keywords:miscellaneous fill ground  heavy tamping method  parameter  effective rein-forcing depth
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