膨润土膨胀变形的分形模型

徐永福 项国圣 褚飞飞 吴蓉

徐永福, 项国圣, 褚飞飞, 吴蓉. 2014: 膨润土膨胀变形的分形模型. 工程地质学报, 22(5): 785-791. doi: 10.13544/j.cnki.jeg.2014.05.02
引用本文: 徐永福, 项国圣, 褚飞飞, 吴蓉. 2014: 膨润土膨胀变形的分形模型. 工程地质学报, 22(5): 785-791. doi: 10.13544/j.cnki.jeg.2014.05.02
XU Yongfu, XIANG Guosheng, CHU Feifei, WU Rong. 2014: FRACTAL MODEL FOR SWELLING DEFORMATION OF BENTONITE. JOURNAL OF ENGINEERING GEOLOGY, 22(5): 785-791. doi: 10.13544/j.cnki.jeg.2014.05.02
Citation: XU Yongfu, XIANG Guosheng, CHU Feifei, WU Rong. 2014: FRACTAL MODEL FOR SWELLING DEFORMATION OF BENTONITE. JOURNAL OF ENGINEERING GEOLOGY, 22(5): 785-791. doi: 10.13544/j.cnki.jeg.2014.05.02

膨润土膨胀变形的分形模型

doi: 10.13544/j.cnki.jeg.2014.05.02
基金项目: 

国家自然科学基金(41272318和41472251)资助

详细信息
    作者简介:

    徐永福(1967- ),男,博士,教授,博士生导师,主要从事非饱和土力学、分形介质力学和特殊土地基处理研究. Email: yongfuxu@sjtu.edu.cn

  • 中图分类号: TU47

FRACTAL MODEL FOR SWELLING DEFORMATION OF BENTONITE

  • 摘要: Xu等[1] 提出基于膨润土表面分形模型的膨胀变形计算方法 Vw/Vm=kPDs-3(式1),并得到了Tsukinuno膨润土、Wyoming膨润土和MX-80膨润土的膨胀变形和膨胀压力(统称膨胀变形)的膨胀试验数据的验证。当时由于条件限制,存在两个问题:(1)膨润土的表面分维一般采用氮吸附法测量,由膨胀变形试验数据反算得到的膨润土表面分维没有得到氮吸附试验数据的验证; (2)在归一化吸水体积与压力的分形模型(式1)中,K是膨润土的物性常数,没有给出理论表达式,只是经验系数。本文采用氮吸附方法测量了高庙子Na基膨润土、高庙子Ca基膨润土、商用膨润土和Tsukinuno膨润土的表面分维,根据式(1)由表面分维计算膨胀变形,并与膨胀试验数据比较,验证膨胀变形的分形模型; 根据双电层理论,导出用双电层参数表示式(1)中K值的理论表达式,用于膨胀变形的计算,并与膨胀变形试验结果进行比较验证。
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出版历程
  • 收稿日期:  2014-05-12
  • 修回日期:  2014-09-05
  • 刊出日期:  2014-10-25

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