工程软岩表面形态及其摩擦特性研究

在自然状态和接触面掺泥两种情况下,进行了砂岩、泥岩破裂面及其互层接触的摩擦试验。结果表明:在接触面掺泥时,抗剪强度的粘聚力和内摩擦角都有不同程度的降低,其中粘聚力下降明显,并且摩擦位移与剪应力关系曲线有明显不同,而且粘滑现象明显减弱。结合摩擦试验,研究了砂岩、泥岩在摩擦前后破裂面表面形态的变化,分析了它们的粗糙度及其起伏特性在摩擦前后的变化规律,以及表面特性和摩擦强度的关系。     

黔东南地区褶皱构造样式及其断层突破模式

黔东南地区发育隔槽式褶皱组合和逆冲断层.通过对褶皱和地层的平面展布、断层的产状和性质以及滑脱层的分析, 结合典型地震剖面解释和平衡剖面恢复, 对黔东南地区构造特征及其成因进行了探讨.结果表明, 隔槽式褶皱的发育不仅与滑脱深度和剥蚀差异有关, 而且与逆冲断层的推覆距离、逆冲断层的产状、断坪断坡长度比、断层突破方式和多层次滑脱等方面存在着密切联系.结合区域构造演化和推覆距离的制约, 建立了黔东南地区的隔槽式褶皱构造样式的几何学和运动学模型, 确定其主要影响因素是断坪断坡长度比较小、多种方式断层突破和多层次滑脱.      

2000年度国家自然科学基金项目指南

近三年来,地球科学部逐步把资助的重点调整到地球各圈层的相互作用研究,以推动地球系统科学的发展。优先资助全球变化、大陆动力学、资源环境、减灾与可持续发展等领域的基础研究工作。在努力控制已有资助规模的基础上,并根据地球科学向学科间大跨度交叉渗透日益加强的特点,强化对创新性强的学科交叉基础研究项目的支持力度。从１９９５年起实施向学科交叉项目单列宏观调控经费的办法,以强化支持力度。１９９５年２００万元起步,逐年有所增加,在科学部和学科两个层次上掌握宏观调控经费,着重支持创新性强的基础研究项目和学科交叉项…     

Nonlinear Dynamic Responses of Tension Leg Platform with Slack-Taut Tether

The slack-taut state of tether is a particular adverse circumstance,which may influence the normal operation state of tension leg platform (TLP).The dynamic responses of TLP with slack-taut tenor are studied with consideration of several nonlinear factors introduced by large amphliude motions.The time histories of stresses of tethers of a typical TLP in slacktaut state are given.In addition,the sensitivities of slack to stiffness and mass are investigated by varying the stiffness of tether and mass of TLP.It is found that slack is sensitive to the mass of TLP.The critical curved surfaces (over which indicates the slack) for the increase of mass are obtained.     

上海南汇地区环境变迁与经济开发及其政区演变的相关研究

通过长时段的考察，揭示上海南汇地区政区演变的内在规律及其与环境变迁、经济开发的相关性特征，并剖析其现状不合理性产生的根源，提出区划调整的基本思路。     

Numerical Analysis of Factors Influencing Implosion

-By using gas-liquid two-phase flow theory, a modified mathematical model based on the computational fluid dynamics method SIMPLE (Semi-Implicit Method for Pressure-Linked Equations) is introduced to investigate implosion phenomena in high pressure chambers systematically. A theoretical simulation-prediction method, which is independent of experimental data, is developed in the paper and great improvement has been made on the topic. In the paper, various implosion situations have been simulated and predicted. Effects of a series of factors influencing implosion results and methods of reducing implosion danger have been analysed. The analysis results are of importance to underwater engineering practice.     

Recovery Behavior of the Propagating Buckle on Elastic Structures

Based on the beam system model used by Chater, Hutchinson and Neale (1982), the recovery behavior of propagating buckle on elastic structures is first found out from the computational results. As the representative of some elastic structures, the Chater-Hutchinson-Neale model indicates that once the buckle meets arresters, unlike the case in submarine pipelines, it will be reflected back to continue its propagation in a negative phase or a negative direction. The pressure which maintains the negative propagation, however, is as same as that required for the positive propagation. This fact has been examined in the experiment of the bulge propagation on a long elastic latex tube. The present discovery greatly supports the hypothesis that the buckle propagation coresponds to the coexisting phase of structures.     

Long-period ground motion characteristic of the 1999 Jiji (Chi-Chi),Taiwan,main-shock and aftershocks

Introduction The study of attenuation relations for long-period ground motion is to meet the requirement of economy development. During the earthquakes such as the June 16, 1964 Niigata, Japan, M=7.5 earthquake, the March 24, 1977 Romania M=7.3 earthquake, the March 29, 1970 Gediz, Turkey, M=7.1 earthquake, the May 26, 1983 M=7.7 earthquake in the middle Japanese Sea, the September 19, 1985 Mexico M=8.1 earthquake, the September 16, 1994 M=7.3 earthquake in Tai- wan Strait, and the No…     

东泰气田Jp1气藏开发经济评价

对东泰气田Jp^1气藏拟定的两套开发方案从投资估算、盈利能力等技术经济角度出发，对两套开发方案进行了技术经济评价和对比分析，得出两套开发方案中更加合理的开发方案，对东泰气田蓬一气藏的勘探与开发提供了技术经济指导。