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重塑及原状饱和黄土结构性参数研究

Study on Structural Parameters of Disturbed Loess and Saturated Intact Loess

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【作者】 陈辉刘明振宋战平

【Author】 Chen Hui1,2,Liu Mingzhen1,Song Zhanping1(1.School of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China;2.The Fourth Survey & Design Institute of China Railway,Wuhan,430063)

【机构】 西安建筑科技大学土木工程学院中铁第四勘察设计院集团有限公司城建院

【摘要】 从土力学途径出发,在三轴试验的基础上,提出了反映重塑黄土和原状饱和黄土结构性的定量化参数。开展了对重塑、原状饱和黄土的结构性定量化研究。对重塑、原状饱和及重塑饱和黄土进行了大量常规三轴试验。较为详细地研究了重塑黄土和原状饱和黄土的结构性变化特征,论证了所建议的重塑黄土及原状饱和黄土的结构性参数具有很好的适用性。完善了黄土结构性定量化参数。

【Abstract】 By the soil mechanical method,grounded on the results of triaxial compression tests,a quantitative parameter of structural properties,which can reflect structural property of the disturbed loess and saturated intact loess,has been proposed.Then,a study of structural properties of disturbed loess,saturated intact loess has been carried out primarily.A large number of routine triaxial tests are carried out on the unsaturated soil triaxial apparatus for different water content of disturbed loess,saturated intact loess and saturated disturbed loess.The variation regularity of disturbed loess and saturated intact loess has been studied minutely,and the applicability of the new structural parameter has been confirmed.These works will improve the quantitative parameter of structural properties of loess.

【基金】 国家自然科学基金资助项目(50678144);中国博士后科学基金项目(20070411123)
  • 【文献出处】 地下空间与工程学报 ,Chinese Journal of Underground Space and Engineering , 编辑部邮箱 ,2010年03期
  • 【分类号】TU444
  • 【被引频次】35
  • 【下载频次】661
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