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搭接双开敞状态中的吸力分析

Analysis on Suctions in Overlapping CWCA Unsaturated Soils

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【作者】 李顺群柴寿喜崔春义张吉明

【Author】 LI Shun-qun1,2,CHAI Shou-xi1,2,CUI Chun-yi3,ZHANG Ji-ming4(1.Department of Civil Engineering,Tianjin Institute of Urban Construction,Tianjin 300384,China;2.Tianjin Key Laboratory of Soft Soil Characteristics and Engineering Environment,Tianjin 300384,China;3.Institute of Road and Bridge Engineering,Dalian Maritime University,Dalian 116026,China;4.Shenyang Military Area Air Force Engineering Quality Supervising Station,Shenyang 110015,China)

【机构】 天津城市建设学院土木工程系天津市软土特性与工程环境重点实验室大连海事大学道路与桥梁研究所沈阳军区空军工程质量监督站

【摘要】 基于热力学理论,对非饱和理想模型的水封闭状态、搭接双开敞状态和不搭接双开敞状态的临界条件进行了研究。给出了搭接双开敞状态中的作用面积和张力吸力,得到了基质吸力和等效基质吸力、张力吸力和等效张力吸力随饱和度的变化规律。建议的方法能够反映土的矿物成分对各种吸力和强度的影响。并进一步得到,随饱和度变化,2种等效吸力的变化幅度小于相应吸力的变化幅度等规律。

【Abstract】 Based on the ideal ball-particle packing system model for unsaturated soils,the critical saturation angles that define overlapping CWCA state from DWCA state and from non-overlapping CWCA state are determined with numerical methods.Then effective area on particle surface,both for matric suction and tension suction,as well as relation between saturation degree and various types of suctions or corresponding equivalent suctions are established for different contract angles.The proposed method can reflect,on one hand,mineral substance’s effect on suctions and strength,and on the other hand,the smaller change of equivalent suctions along with saturation compared with corresponding suctions.

【基金】 天津市高等学校科技发展基金计划项目(20071005);中国博士后科学基金(20080430091)
  • 【文献出处】 武汉理工大学学报 ,Journal of Wuhan University of Technology , 编辑部邮箱 ,2009年01期
  • 【分类号】TU431
  • 【被引频次】1
  • 【下载频次】62
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