The relations between modulus of elasticity and temperature in the context of the experimental simulation of rock weathering by fire

Fires occur frequently in many biomes and generate high temperatures on the ground surface. There are many field examples of fire causing rock disintegration. The simulation of fire in the laboratory (using a furnace) and the monitoring of changes in rock modulus of elasticity (with a Grindosonic apparatus), reveal that different rocks respond differently to heating. Significant decreases in elasticity occur at temperatures as low as 200°C and granites display particularly marked reductions. Extended periods of heating are not required for significant reductions to occur. It is postulated that the degree of change in elasticity as a result of simulated fire is such that rock outcrops subjected to real fires are likely to be sufficiently modified as to increase their susceptibility to erosion and weathering processes.     

PAN－PVAβ修正新光度法测定地表水中的微量锌

本文研究了ｚｎ（Ⅱ）与ＰＡＮ和ＰＶＡ在ＮＨ＿４Ｃｌ－ＮＨ＿４ＯＨ缓冲介质中的显色反应，提出在５２０ｎｍ处用β修正新光度法测定微量锌。该法可准确消除剩余显色剂的干扰，分析精密度、灵敏度和线性范围均比单波长高，修正吸光度（Ａ＿ｓ）与Ｚｎ（Ⅱ）浓度在０－１．４μｇ／ｍｌ符合比耳定律，检出限０．０２μｇ／ｍｌ，样品加标回收率／％９３－９６，方法适合环境水样中锌的测定。     

拓宽古生物研究领域

现代古生物学应加强横向联系,与其他有关学科相互渗透,扩大研究领域,拓宽研究内容、利用新技术,包括数学的、物理的、化学的以及现代生物学的理论和研究方法与沉积岩石学研究结合起来,提高古生物学的理论基础,给国家生产建设提供可靠的基础资料。     

控制岩体活动的地质因素分析

本文对控制岩体活动的地质因素—岩性、岩体结构、结构面、地应力和水文地质条件等进行了分析。岩性、岩体结构是产生岩体活动的内因。本文将岩体结构划分为六种类型,即整体结构、块状结构、层状结构、碎裂结构、镶嵌结构和散体结构。并对控制岩体稳定性的结构面进行了研究和分类,指出不同结构面对岩体活动的具体影响。通过各种控制岩体活动的地质因素分析,掌握岩体活动规律,对予防灾害性岩体活动,防患于未然有实际意义。     

岩石矿物组份质量转移的模糊聚类定量计算

本文根据岩石矿物组份质量分数值的定和特性 ,提出定量计算组份质量转移的新方法。该方法运用模糊动态聚类分析技术 ,通过计算复原定和差并判定差值类型 ,辅以相应的判别参数 ,逐步从中筛选出真恒量组份 ,再利用真恒量组份定值系数 ,计算出变组岩石矿物各组份的真实质量分数值和转移量值。笔者将该方法称为真恒量组份定值法 (TCF法 )。     

基于岩石变形声发射实验结果讨论岩石失稳的可预测性

根据室内岩石变形声发射实验结果,计算了声发射序列的地震非均匀度GL值,并以此探讨了岩石破裂失稳的可预测性。在双轴压缩、等速率加载条件下,含障碍体断层、挤压雁列断层和Ⅲ型剪切断层等非连续岩石标本在临近滑动失稳前,声发射活动均出现了显著的均匀—非均匀的状态变化,表现为GL值出现持续大于1的异常变化,GL值异常的位置与破裂成核部位相重合,并与断层走向一致;改变统计窗长、窗内分割数及能级统计下限计算声发射序列的GL值,结果表明,GL值计算结果具有一定的稳定性。综合分析认为,地震非均匀度(GL值)可以较好地刻画岩石失稳前夕因破裂成核导致的声发射活动在时间分布上的状态变化,GL值持续异常是岩石失稳的显著性标志,对预测岩石失稳具有较好的指示意义。     

Cohesive Crack Analysis of Toughness Increase Due to Confining Pressure

Apparent fracture toughness in Mode I of microcracking materials such as rocks under confining pressure is analyzed based on a cohesive crack model. In rocks, the apparent fracture toughness for crack propagation varies with the confining pressure. This study provides analytical solutions for the apparent fracture toughness using a cohesive crack model, which is a model for the fracture process zone. The problem analyzed in this study is a fluid-driven fracture of a two-dimensional crack with a cohesive zone under confining pressure. The size of the cohesive zone is assumed to be negligibly small in comparison to the crack length. The analyses are performed for two types of cohesive stress distribution, namely the constant cohesive stress (Dugdale model) and the linearly decreasing cohesive stress. Furthermore, the problem for a more general cohesive stress distribution is analyzed based on the fracture energy concept. The analytical solutions are confirmed by comparing them with the results of numerical computations performed using the body force method. The analytical solution suggests a substantial increase in the apparent fracture toughness due to increased confining pressures, even if the size of the fracture process zone is small.     

江苏仪征捺山火山机构及玄武岩石柱林

江苏仪征捺山为一个典型的古火山口,由玄武质岩石组成的火山溢流相、爆发相、通道相等岩相在空间上呈环状分布,且均向内倾斜,构成一个上大下小、向北东倾斜的喇叭口。火山喷发时间在距今约1000万年前,属中新世晚期产物。尤其是玄武岩石柱林规模宏大,气势雄伟,千恣百态,其火山石柱林价值已不再沉寂于地学标尺上,而以一种奇致的新姿态将成为本地域旅游业的新亮点。