题目摘要格式：
地圈动力学的THMCB多元关联过程及其分析*
王思敬①② 王恩志 ②
(①中国科学院地质与地球物理研究所 北京 100029)
(②清华大学岩石力学研究中心 北京 100084)
摘 要 地圈中广泛发育的动力学过程属于多元关联过程，它们是在岩土圈与水圈、大气圈、生物圈相互作用中进行的。它们的活动可以概括为热力学、流体力学、固体力学、化学和生物学等基本物质运动的作用及系统的演化。由于它们之间有着互动影响和制约，以及由此引发的能量的转换和参数的变异，因而密切相关。本文建议确立THMCB多元关联过程的概念，开展多元关联过程的研究和分析，以期对地圈动力学过程进行系统有效的综合评价和预测。
关键词 地圈动力学；地圈运动的相互作用；THMCB 多元关联过程；关联性数值分析；关联性实验
中图分类号:***** 文献标识码：A
MULTIPLE CONNECTIVE THMCB PROCESS IN GEO-SPHERE DYNAMICS AND ITS ANALYSIS
WANG Sijing①② WANG Enzhi②
(①Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029)
(②Research Center for Rock Mechanics, Tsinghua University, Beijing 100084)
Abstract Most of dynamic processes occurred in geo-sphere under interaction between lithosphere and hydrosphere, atmosphere and biosphere, can be described as multiple connective processes. Its activity involves the integration and evolution of the thermal, fluidal, solid, chemical and biological movements, which follow the universal basic low of material movement. The interaction between them may cause energy transition and parameter variation in the geo-sphere process. To make a systematic and synthetic evaluation and prediction of geo-sphere dynamic process, a definition of multiple connective THMCB processes is to be established, and a connectivity analysis approach is to be used, as suggested in this paper. A numerical methodology and relevant experimental studies are also presented and discussed.
Key words: Geo-sphere dynamics， Interaction of geo-sphere movements， THMCB multiple connective process，Numerical Formulation of connectivity analysis，Connectivity experiment
正文格式：
1 引 言
地圈处于地球的浅表层，它的最突出的动力学行为是岩土圈与水圈、大气圈、生物圈之间的相互作用与制约。因此，地圈中广泛发育的动力学过程往往是上述各层圈物质运动同时参与并互为影响的演化历史。
本文指出，将地圈动力学过程当作一种受基本物质运动规律制约的THMCB多元关联过程来看，采用多元关联分析技术，可以为地球系统科学及地圈动力学研究提供新的途径和方法。应该指出，由于现代模拟数学和计算技术、测试技术的发展，这一途径的技术可行，前景广阔。2003年在斯德哥尔摩举行的 Geo-Proc 2003充分说明了岩土和地质工程界对这一研究的极大关注和兴趣[1,2]。?
………………
（图表格式）
图5 小南海地震构造图
Fig.5 Seismotectonic map of Xiaonanhai earthquake
1.逆断层；2.正断层；3.走滑断层；4.构造主压应力方向；
5.地震堰塞湖；6.地震崩积体；7.地震震级、发生时间
参考文献格式：
参考文献
[1]陈建平,唐辉明,李学东.岩质边坡锚喷加固应用中的几个问题[J].地球科学，2001，26(4):357~360.
Chen Jianping, Tang Huiming, Li Xuedong. Problems on rock slope anchoring. Earth Science,2001,26(4):357~360.
[2]崔政权,李宁.边坡工程—理论与实践最新发展[M].北京:中国科学技术出版社，2000.
Cui Zhengquan, Li Nin. Slope Engineering—New advance in Theory and Practice. Beijing: Science and Tech Press of China.
[3\]西南交通大学土木工程学院.福厦线深厚层软土路基沉降特性有限元数值仿真分析研究报告[R]，2003.
School of civil engineering, Southwest Jiaotong University. Report of deep soft clay ground settlement characteristics of Fuzhou-Xiamen high-speed railway using finite element analysis, 2003.
[4]交通部公路规划设计院.公路桥涵地基基础设计规范(JTJ024-85)[S].北京：人民交通出版社，1985.
The plan and design institute of communication department.Specification for design of ground base and foundation of highway bridge and culverts(JTJ024-85).Beijing: China communications press,1985.
[5]王士风.建筑物可液化砂基用砾石排水桩抗震加固的试验研究[D].冶金部建筑研究总院硕士学位论文，1984.
Wang Shifeng. The Experiment Study of the Building Liquefiable Sand Foundation Reinforced by Gravel Drainage Pile. The Master Degree Dissertation of the Metallurgical Ministry Building Academe,1984.
[6]郑建国，姚克俭，郝增志.振动挤密碎石桩加固粉土地基试验研究[A].第三届地基处理学术讨论会论文集[C].浙江大学出版社，1992，367~374.?
Zhen JianGuo,Yao Kejian,Hao Zengzhi. The Experiment Study of the Reinforcing Silt Foundation.The Memoir of 3rd Academic Symposium on Ground Treatment . Zhejiang University Press,1992,367~374.
[7]中华人民共和国行业标准编写组．水利水电工程岩石力学试验规程(SL264-2001)[S]．北京：中国水利水电出版社，2001.
Professional Standards Compilation Group of People's Republic of China. Specifications for rock tests in water conservancy and hydroelectric engineering (SL264-2001)[S]. Beijing：China Water Power Press, 2001.
[8]建筑基坑支护技术规程(JGJ120-99)[S].北京：中国建筑工业出版社，1999.?
Technical Specification for Retaining and Protection of Building Foundation Excavations(JGJ120-99).Beijing: China Architecture & Building Press,1999.
