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球形颗粒紧密堆积状态时的吸力分析
引用本文:李顺群,栾茂田,赵瑞斌,王沛.球形颗粒紧密堆积状态时的吸力分析[J].岩土力学,2008,29(11):2927-2932.
作者姓名:李顺群  栾茂田  赵瑞斌  王沛
作者单位:1. 天津城市建设学院,土木工程系,天津,300384;天津市软土特性与工程环境重点实验室,天津,300384
2. 大连理工大学,土木水利学院岩土工程研究所,大连,116024
基金项目:中国博士后科学基金 , 天津市高等学校科技发展基金计划  
摘    要:根据圆液面假设和热力学基本原理,研究了球形颗粒紧密堆积模式在水封闭状态(状态2)时的吸力特性,得到了状态2中3类吸力和3类等效吸力与饱和度的定量关系和以接触角和饱和度或饱和半径为参数的吸力比表达式.进一步的研究表明,在状态2中吸力比都小于1,与基于松散堆积模式在水封闭状态(状态1)时得到的结果比较后可知,随着颗粒排列密实度的增大,相对于基质吸力,张力吸力的作用将有所降低但仍然不可忽视.另外,随饱和度变化,状态2中的3类吸力,特别是3类等效吸力的变化趋势与基于状态1得到的结论基本一致.在状态2中,对数吸力比与饱和半径呈明显的线性关系,吸力比与饱和度也呈明显的线性关系,前者与状态1中的吸力演化规律一致,而后者则存在较大不同.

关 键 词:非饱和土  紧密堆积  水封闭  吸力  吸力比
收稿时间:2007-04-01

Analysis of diverse suctions in compact accumulation model composed of ball-shaped particles
LI Shun-qun,LUAN Mao-tian,ZHAO Rui-bin,WANG Pei.Analysis of diverse suctions in compact accumulation model composed of ball-shaped particles[J].Rock and Soil Mechanics,2008,29(11):2927-2932.
Authors:LI Shun-qun  LUAN Mao-tian  ZHAO Rui-bin  WANG Pei
Institution: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 Geotechnical Engineering, School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China
Abstract:Based on assumed pendular state of isolated pore water, general thermodynamics theory, numerical and statistical methods, the former analytical procedure proposed in literatures is employed to study diverse suctions in state B, compact accumulation model composed of ball-shaped particles with discontinuous water and continuous air (DWCA) in its void. Development law of the three types of suctions as well as corresponding equivalent suctions with increasing saturation degree, and expression for suction ratio...
Keywords:unsaturated soil  compact accumulation  state of discontinuous water with continuous air  suction  suction ratio  
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