快速法固结试验经验修正系数的探讨

实践证明，常规固定试验（压缩试验）可以采用快速法替代现行规范的慢速法。本文在大量统计对比和相应理论分析基础上提出上海地区经验修正系数K值，以利快速法的推行。     

富硫尾矿对矿渣水化反应生成钙矾石的影响

用红外光谱、X射线衍射和扫描电子显微等现代微观微区测试手段，对高炉矿渣及含硫高的矿山尾矿砂混合体系的水化反应过程进行检测和分析，了解这一过程中新、旧物相的变化情况，通过对主要新生相钙矾石的生长和生成量的检测，选出理想的激发剂和合适的养护时间，从而给出以高炉矿渣作粘合剂，以富硫尾矿砂作骨料研制新型建筑材料的具体工艺条件。     

Study on the relationship between geothermal exploitation and seismic activity in Xi’an region

Based on the analysis of the induced earthquakes in China and abroad, we get some ideas about earthquakes induced by pumping water out of a well or injecting water into a well. The induced earthquakes usually occur near the well, and they are generally small earthquakes. The earthquake sources are shallow, and they belong to the main shock-after shock type of earthquake or the swarm-type of earthquake. The magnitude and the quantity of the induced earthquakes obviously depend on the pressure and the quantity of water pumped or injected. These earthquakes happen as soon as pumping or injecting occurrence, or after ten or twenty days, they may occur at the time of injecting mud or injecting high pressure water when a well is being drilled, or at the time when the ground water is being normally exploited. A large quantity of hot water has been exploited since 1990 in Xi’an, and the quantity of water exploited has been increasing year by year, as a result the groundwater level has been dropping with the water pumped out and the water level is high in summer and low in winter. The earthquakes in Xi’an region belong to the solitary-type and they spread outside Xi’an city where the wells are concentrated but no earthquake happens. The seismic frequency and the energy released have no relation with the quantity of water exploitation or the water level in the well. It is considered that geothermal exploitation does not induce earthquakes in and around Xi’an because of its specially geological condition. Foundation item: Project sponsored by the Landslide Office of Shaanxi Province and Society of Disaster Reduction of Shaanxi Province.     

2000年9～11月全球M≥5.0地震动态

根据中国地震局地球物理研究所中国数字地震台网数据管理中心 (CDSN DMC)从美国地震学合作研究会数据管理中心 (IRIS DMC)得到的资料 ,2 0 0 0年 9月全球范围内共发生 M≥ 5 .0地震 81次 (见表 1 ) ,发生在厄瓜多尔沿海的 M6 .6地震为 9月的最大地震。 9月发生的 81次 M≥5 .0地震中有 49次发生在东半球 ,32次发生在西半球。1 0月全球范围内共发生 M≥ 5 .0地震 1 1 9次 (见表 2 ) ,其中 7级以上地震 1次 ,即 1 0月 6日日本本州南部 7.0级地震。在 1 0月发生的 1 1 9次 M≥ 5 .0地震中有 76次发生在东半球 ,43次发生在西半球。东半…     

Recent applications of sliding block theory to geotechnical design

The sliding block theory was proposed by Newmark for determining the permanent displacement of embankments and dams under earthquake loading. This paper highlights recent applications of sliding block theory to different geotechnical structures. The equations to determine seismic factor of safety, yield acceleration and permanent displacement are given for rock block, soil slope, landfill cover, geosynthetic-reinforced soil retaining wall, and composite breakwater. The presented equations for seismic stability degenerate to that of static stability in the absence of earthquake. The permanent displacement for various structures can be obtained from that of a horizontal sliding block through a correction factor. A simplified procedure is included for the permanent displacement under vertical acceleration. The sliding block approach is rational for design under high seismic load.     

导致古森林沉没于海的福建深沪湾古地震研究

福建深沪湾海底古森林是强古地震遗迹。研究结果表明 ,全新世早期该处海底古森林生长在由松散的晚更新世含砾砂粘土构成的低凹洼地内。距今 70 0 0a左右的强古地震导致古森林沉没于海并形成泻湖环境 ,约距今 2 0 0 0a的又一次强古地震使海底古森林沉没到更深的海底 ,推测这两次古地震的震级都超过 7级     

Post-earthquake investigation on several geosynthetic-reinforced soil retaining walls and slopes during the Ji-Ji earthquake of Taiwan

This paper gives an overview on the application of geosynthetic-reinforced soil structures in Taiwan. Taiwan has an unique topography and geotechnical conditions that rendered a less conservative and more challenging design compared to that of North America, Europe and Japan. The Ji-Ji (Chi-Chi) earthquake of 1999 gave an opportunity to examine the behavior of reinforced soil structures. The performance of several modular-block reinforced soil retaining walls and reinforced slopes at the vicinity of the fault was evaluated. Reinforced structures performed better than unreinforced soil retaining walls. The failure cases were highlighted and the cause of failure was identified. The lack of seismic design consideration could be a major cause of failure. The compound failure mode, the inertia force of the blocks, and the connection stiffness and strength relative to the large dynamic earth pressure, were among major items that would warrant further design consideration.     

On Geodynamic Evolution of Simao Region (Southwestern Yunnan, China) during Late Paleozoic and Triassic

ＩＮＴＲＯＤＵＣＴＩＯＮＴｈｅＳｉｍａｏｒｅｇｉｏｎ (ＳＷＹｕｎｎａｎ ,Ｃｈｉｎａ) ,ｓｉｔｕａｔｅｄｂｅ ｔｗｅｅｎｔｈｅＡｉｌａｏｓｈａｎｂｅｌｔｉｎｔｈｅｅａｓｔａｎｄｔｈｅＬａｎｃａｎｇｊｉａｎｇｚｏｎｅｉｎｔｈｅｗｅｓｔ (Ｆｉｇ .1) ,ｉｓａｋｅｙａｒｅａｔｏｃｈｒｏｎｏｌｏｇｉｃａｌｌｙｃｏｎｓｔｒａｉｎｌａｔｅＰａｌｅｏｚｏｉｃｃｏｍｐｒｅｓｓｉｏｎａｌｄｅｆｏｒｍａｔｉｏｎｓａｎｄｔｈｕｓｏｆｐｒｉｍｅｉｎ ｔｅｒｅｓｔｗｈｅｎｄｉｓｃｕｓｓｉｎｇｔｈｅｐｌａｔｅ ｔｅｃｔｏｎｉｃｈｉ…     

金刚石碎岩工具胎体材料添加稀土元素的试验研究

对胎体材料中添加稀土元素问题进行了试验研究。对添加稀土和未加稀土的胎体性能进行测试，结果表明，添加稀土比未加稀土的胎体材料的抗弯强度、硬度和冲击韧性均有所提高，其中抗弯强度提高了10％－62％，冲击韧性提高了5％。胎体中添加稀土对提高胎体和金刚石碎岩工具的技术经济指标具有重要作用,并且为在胎体材料中实现以Fe代Co创造了有利条件。     

9403强热带风暴致洪暴雨Tbb特征分析

本文利用１经纬度间隔Ｔｂｂ资料分析１９９４年６月９－１０日皖、赣致洪暴雨过程的成因。结果指出，登陆北上的９４０３强热带低压同西风带降水系统相互作用造成了这场大暴雨过程。南北低值系统的叠置使降水系统结构发生变化，在两云系统接合处产生强对流云团，导致降雨量陡增。分析还表明这场致洪暴雨的发生与下面三个因素有关；１．南、北两云系统都有相当尺度和强度；２．南来云团来自ＩＴＣＺ和西南地区云系的水源补充；３．不