首页 | 本学科首页   官方微博 | 高级检索  
     检索      

Biot固结理论中连续性方程形式的讨论
引用本文:张凯,周辉,冯夏庭,房敬年,张元刚.Biot固结理论中连续性方程形式的讨论[J].岩土力学,2009,30(11):3273-3277.
作者姓名:张凯  周辉  冯夏庭  房敬年  张元刚
作者单位:1. 中国科学院武汉岩土力学研究所,岩土力学国家重点实验室,武汉,430071
2. 兖州煤业股份有限公司,山东,邹城,273500
基金项目:国家自然科学基金委员会、二滩水电开发有限责任公司雅砻江水电开发联合研究基金项目,国家自然科学基金项目,国家技术支撑计划项目 
摘    要:对于Biot固结方程中的连续性方程形式,不同的研究者存在分歧。在详细分析了Biot推导固结方程的过程后,发现其在推导固结方程时用到的弹性应变能密度函数存在错误。为了得到正确的连续性方程,采用两种思路进行了分析:①通过对土体单元变形的分析,得到了考虑土体颗粒和流体可压缩性的连续性方程;②按照Biot推导固结方程的思路,通过修正推导过程中用到的弹性应变能密度函数得到了连续性方程。上述两种思路得到的连续性方程是等价的,同时将上述连续性方程和其他研究者通过质量守恒得到的连续方程进行了对比,结果是一致的,从而确定了连续性方程的正确形式,并澄清了目前在Biot固结方程中的连续性方程上存在的分歧,所得结论可为固结方程的解析或数值计算提供依据。

关 键 词:Biot固结方程  连续性方程  应变能密度  变质量系统
收稿时间:2009-02-23

Discussion on forms of continuum equation for Biot’s consolidation
ZHANG Kai,ZHOU Hui,FENG Xia-ting,FANG Jing-nian,ZHANG Yuan-gang.Discussion on forms of continuum equation for Biot’s consolidation[J].Rock and Soil Mechanics,2009,30(11):3273-3277.
Authors:ZHANG Kai  ZHOU Hui  FENG Xia-ting  FANG Jing-nian  ZHANG Yuan-gang
Institution:1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 2. Yanzhou Coal Mining Company Limited, Zoucheng 273500, China
Abstract:When solving Biot’s consolidation equations, different researchers used different continuum equations. The methods Biot M.A. used to deduce the consolidation equations are firstly reviewed. It can be seen that some mistakes exist in the strain energy density function. In order to derive the correct form of continuum equation, two methods are used here. Firstly, based on the analysis of the deformation of the representative element volume (REV) of the soil, a fluid continuum equation which can take the compressibility of grain and fluid into account is derived. Secondly, based on the method Biot M.A. used with modified strain energy density, another continuum equation is derived. The continuum equations deduced from the two methods listed above are found to be equivalent. In addition, the equations are compared to the continuum equation derived by other researchers based on mass conservation law, and they are found to be coincident. Then, the right form of fluid continuum equation is proved and the result can provide theoretical support to consolidation calculation.
Keywords:Biot consolidation equation  continuum equation  strain energy density  variable mass system
本文献已被 万方数据 等数据库收录!
点击此处可从《岩土力学》浏览原始摘要信息
点击此处可从《岩土力学》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号