经受住汶川8．0级地震考验的RSDA-1采集器

RSDA-1地震数据采集器是四川省地震局水库地震研究所于2006年7月～2007年6月研制出的新产品,2007年8月用于瓦屋山水库地震台网的4个台站和紫坪铺水库地震台网的庙子坪地震台。庙子坪地震台位于汶川8．0级地震震中区15km的极震区。截止2008年8月,历时一年并经受住汶川8．0级地震考验的RSDA-1采集器总体运行良好。本文从运行情况、事件定位和“平坦限幅”等3方面说明RSDA-1采集器在两个水库地震台网的运行情况。     

复杂应力路径下流体饱和砂岩本构模型

高孔隙率砂岩在不同围压及被不同流体（水及油）饱和时表现出不同的应力-应变特性及不同的破坏过程。复杂应力路径下油和水饱和砂岩的力学试验表明,存在某一临界围压,随着围压的增加,饱和砂岩从以压剪破坏为主,逐渐转变为以孔隙坍塌破坏为主的破坏机制。通过力学试验结果的分析,以两种破坏理论对油和水饱和砂岩的破坏特征进行了力学解释,并应用经典塑性力学的盖帽模型建立了相应的本构模型,应用非线性有限元法进行了数值验证,研究结果表明,提出的模型与试验资料吻合良好,能较好地模拟复杂应力路径下油和水饱和砂岩的破坏机制及模拟注水采油引起的砂岩附加沉降。     

NIM陆面过程模式的研究Ⅰ:模式建立与对比研究

为了能真实地模拟干旱、半干旱地区以及湿润地区的陆面与大气之间的能量和物质交换,发展了一个具有普适性的南京气象学院(NIM)陆面过程(LSP)模式.该模式是由等温植被参数化方案和本文建立的土壤模式所组成.土壤模式又分为五层模式和两层模式两种.利用1979年5～8月"青藏高原气象科学实验"资料作验证,同时将五层模式与Deardorff(1978)陆面模式、两层模式作了对比,结果表明五层土壤模式的模拟效果较好,它比Deardorff模式优越,也比两层土壤模式模拟效果稍好一些.     

圆环形钢筋混凝土支撑体系在深基坑支护中的设计与应用

通过对“苏州商品交易市场”深基坑这一成功设计实例的介绍 ,全面阐述了圆形钢筋混凝土支撑体系独特的布置形式、内力的计算模式、方法和结果 ,以及在施工过程中的质量保证措施     

锂同位素及其地质应用研究进展

锂同位素示踪是近几年发展起来的一门新兴的稳定同位素地球化学方法,锂有两个稳定同位素：^6Li和^7Li。自在界锂同位素的组成变化很大,其δ^6Li值变化幅度超过60‰,现代大洋水的δ^6Li值为－31．0‰,洋中脊玄武岩（BORB）的δ^6Li值为－4．7‰--3.7‰,由于锂同位素存在大的分馏和不同地质体中在截然不同的δ^6Li值,因此锂同位素地质应用前景十分广泛。目前,锂同位素在研究星云形成过程和宇宙事件,洋壳蚀变和海底热液活动,壳－幔物质循环和板块俯冲作用过程,判断卤水起源和演化等方面的研究中成效显著。     

中国水土保持研究回顾

The preservation and sustainable development of soil and water resources is one of the basic principles for the development of China. Throughout the course of history, all the social improvement and economic development are deeply concerned with soil loss and ecological environmental protection. It is now a common sense that soil and water conservation is the safety insurance for national ecology and its development. For the past long period of time, soil and water loss has been recognized as “the No. 1 killer“ to the ecological environment. The nation is on the stage of the critical conditions for its development. China has massive mountain and upland area with complicated geological conditions and accelerated human destruction and serious soil and water loss.Based on rich historical documents, renovating experience and detailed analysis of the data collected in field experiments and field surveys for soil and water conservation, this paper aims to review the general characteristics of soil and water loss, to explore the relationship between soil and water conservation and sustainable economic development, and to provide relevant strategies for soil and water conservation in China.     

壳-幔演化和板块俯冲作用过程中的硼同位素示踪

硼同位素是近年来发展起来的一门新兴的稳定同位素地球化学方法。硼有两个稳定同位素 :10 B和11B。硼同位素组成自然界变化十分大 ,δ11B值为 - 37‰～ +58‰。对地幔岩石的硼同位素研究表明 ,原始地幔的δ11B值为 - 10‰± 2‰ ,B的质量分数估算为 (0 2 5± 0 1)×10 -6。相对而言 ,地壳岩石的B含量和δ11B值均较高。由于壳、幔岩石具有不同的B含量和δ11B值 ,硼同位素已被广泛应用于研究壳幔演化和板块俯冲作用过程 ,用于示踪俯冲板块中大洋沉积物和蚀变洋壳在地幔中的循环。     

Discovery of the Early Mesozoic granulite xenoliths in North China Craton

The discovery of the Early Mesozoic basic granulite xenoliths in the Harqin area of the Inner Mongolia Autonomous Region (for short Inner Mongolia) is reported for the first time in this paper. According to the mineral assemblage the xenoliths include two-pyroxene granulite, clinopyroxene granulite, and hypersthene granulite. Their protolytes are mainly gabbroite rocks. The zircon U?Pb age of the granulite xenoliths is 251 Ma, and K?Ar age of the hypersthene is 229 Ma. They represent the times of metamorphism and cooling of the granulite facies respectively. The host rock of the xenoliths is Early Mesozoic biotite-quartz diorites, whose whole-rock K?Ar age is 219 Ma. This discovery confirms existence of an Early Mesozoic underplating in the North China Craton, which is of much importance in research on the Early Mesozoic mantle-crust interaction in the concerned area.     

黄河下游游荡段河道平面形态与河热变化趋势预测

黄河下游可道平面形态与河势演变,从２０世纪６０年代起,地貌界就用地图法和航片资料作过不同程度的研究。随着资料的不断积累,该项研究得到逐步的深化。“八五”期间,水利界又对主流线作了深入分析,结果表明：各家所得结论不同,需要作进一步的分析讨论。我们认为：从长远的角度来看,小浪底水库清水下泄期间,黄河下游游荡性可段不对称的河谷形态不会改变;在继承性新构造运动造成的地壳向南掀沉、科氏力和人类活动的综合影响     

Rotation Center and Horizontal Bearing Capacity of the Bucket Foundation in Soft Ground

In the last 20 years, the bucket foundation has been developed as a new type of offshore platform structure. Because of its short period of application to engineering practices, the theoretical decision on the rotation center and horizontal bearing capacity of the bucket foundation has yet to be agreed. A limit analysis method is used to determine the updated rotation center position and horizontal bearing capacity to evaluate the failure mechanisms of the bucket foundations. The results are compared with numerical simulation and experiments, and also with other theoretical methods. The proposed method can satisfactorily consider the engineering conditions and the result is accurate in determining the rotation center and horizontal bearing capacity.