Journal of Chongqing Jiaotong University(Natural Science) ›› 2002, Vol. 21 ›› Issue (1): 41-45.
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FU Guang-qi1,AI Ying-bo2,LI Zhen1
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付光奇1,艾英钵2,李震1
作者简介:
Abstract: The vacuum mounding preloading method to improve soft ground is a new technique to soft ground improvement.This method is developed from vacuum preloading and mounding preloading.A practical calculation method to predict the settlement in the period of the vacuum mounding preloading has been put forward in this paper to calculate the settlement of the expressway embankment.This calculation method is a amended method of earth preloading method is a amended method of earth preloacling method
Key words: vacuum mounding preloading method, rheological behavior, effective stress, permeability coefficient, consolidation degree, daub range
摘要: 真空堆载联合预压加固软基技术,是从真空、堆载预压方法中发展起来的一种新的软基处理技术。笔者在 对以往计算方法和几条高速公路真空预压软基处理试验工程总结的基础上,提出真空堆载联合预压加固软基的实 用设计方法,对高速公路的软基处理具有参考作用
关键词: 真空堆载联合预压, 流变, 有效应力, 渗透系数, 固结度, 涂抹区
CLC Number:
TU472.3+3
FU Guang-qi,AI Ying-bo,LI Zhen. Practical design method to the vacuum-mounding combined preload on expressway embankments[J]. Journal of Chongqing Jiaotong University(Natural Science), 2002, 21(1): 41-45.
付光奇,艾英钵,李震. 真空-堆载联合预压加固高速公路软基的实用设计[J]. 重庆交通大学学报(自然科学版), 2002, 21(1): 41-45.
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