井水位对地壳应力-应变响应灵敏度的研究

从丰镇井水位的潮汐效应、地表水体荷载效应与列车荷载效应分别计算出井水位对各类应力 应变的响应灵敏度,其结果分别是6.6×10-9体应变/mm、9.6×10-7体应变/mm与1.0×10-2体应变/mm;在此基础上,推算出该井水位在张北地震前60mm的缓升型异常相应的含水层应变与应力前兆的量级为5.76×10-5体应变与2.3kPa。     

A new mixing equation for bed material composition in bed form dominant conditions

Vertical mixing beneath the bed surface and its effect on sediment composition has long been underestimated. This paper proposes a mixing equation to illustrate the temporal and spatial variations of bed material composition for bed form dominant rivers. A continuous mass conservation equation for elevation-specific nonuniform bed material composition is initially presented. A vertical mixing equation is finally derived as a diffusion-type partial differential equation with a source term charact...     

红层与煤系复合结构覆岩采动破坏分析及其应用

许多矿区煤层采动影响范围内的覆岩层由红层和煤层共同构成。本文研究了山东省太平煤矿东区二叠系 3号煤层覆岩破坏和防水煤柱留设的问题 ,在对上覆第四系水文地质条件分析的基础上 ,对红层和煤系复合结构覆岩的工程地质特征和破坏状况进行了分析 ,确定了合理的防水煤岩柱高度 ,并经过开采验证 ,避免了水害发生.     

不整合体结构特征研究: 以永1井区侏罗系-白垩系不整合为例

永1井区位于准噶尔盆地腹部昌吉凹陷,中晚侏罗世受燕山运动的影响在盆地腹部形成车莫隆起带,使得下伏西山窑组地层受到超覆、削蚀,形成了一系列岩性、地层及复合油气藏。在油气运聚成藏过程中不整合体的结构发挥了重要作用,故对不整合结构进行了三级层次划分:一级为盖层和不整合体层;二级将不整合体层分为上覆层、不整合层及下伏层;三级是成藏要素级,包括运聚层、隔挡层、风化黏土层和风化淋滤带。借助测井资料,运用岩性、物性、岩石学特征等分析不整合体纵向结构,研究区不整合体三级结构发育完整。地震资料结合测井资料,通过自然伽马反演明确不整合体结构层中运聚层和隔挡层的展布。风化淋滤带厚度自高部位向凹陷方向逐渐减薄,风化黏土层反之,二者具有较好的负相关性。不整合体的结构控制了本区最重要的两类储盖组合,分别是不整合体上覆层-不整合体盖层的储盖组合及不整合体下伏层-风化黏土层的储盖组合。     

Application of PSO-LIBSVM in Recognition of Potassium Salt Deposits

The shortage of potassium salt seriously restricts the development of China's agriculture. Increasing the exploration and development of potash will help improve the self-sufficiency of potassium in China. With rich potassium salt resources, Sichuan basin is one of the most important research areas for potash exploration and development in China. Polyhalite is an important solid potassium salt mineral in Sichuan basin, often intercalated in rock minerals such as anhydrite, rock salt and dolomite. Aiming at the problem that conventional log interpretation methods are difficult to accurately identify polyhalites, this paper proposed a new Support Vector Machine (SVM) recognition method based on Particle Swarm Optimization (PSO) to classify polyhalites in Sichuan basin. Based on particle swarm optimization and support vector machine theory, combined with logging interpretation theory, the effective data sensitive to polyhalite logging response were selected as input samples to generate training sets and test sets randomly. The Radial Basis Function (RBF) parameters were optimized by particle swarm optimization, and the classification and prediction model of polyhalite was established. Compared with mud logging results, the recognition accuracy of SVM model based on particle swarm optimization reached 97.5758%, which is obviously better than that of SVM model optimized by cross validation method in recognition accuracy and speed. The results show that the model has broad application prospects in potash exploration in Sichuan basin.     

Geobotany of red sanders (Pterocarpus santalinus) – a case study from the southeastern portion of Andhra Pradesh

 RedSanders in their natural distribution occur almost exclusively in quartzites and shales. This indicates the geobotanical response to these rock types in the semi-arid tract of the southeastern portion of Andhra Pradesh in the tropical dry deciduous forests of Chittoor, Cuddapah and Nellore districts. Thus Red Sanders are important from a commercial point of view and also a useful tool to demarcate stratigraphic formations. Received: 27 April 1998 · Accepted: 21 July 1998     

甲藻赤潮及其毒素的产生机制及夜光藻氮代谢途径

依据８０－９０年代国内外有关资料,从甲藻分类、甲藻室内培养、甲藻毒素及其生物合成上方面,综合评述甲藻赤潮及其毒素最新研究进展;并结合作者自己的研究结果,对夜光藻赤潮的生产与调控机理模型提出一种理论假说,这一假说的验证将为全面阐明夜光藻生活史及赤潮成因和机理提供分子水平的框架路径。     

厦门西港引发有害硅藻水华磷的阈值研究

1995年10月,在厦门市国家海洋局第三海洋研究所的陆基水池中,应用海洋围隔生态系实验技术,研究了在无海流、盐度等因子干扰的情况下,磷的形态、分布及其与浮游植物生物量的相关性。结果表明,海水中的可溶性无机磷（DIP）随时间里指数函数减少。浮游植物生物量主要与可溶性无机磷密切相关：[Chl－a]=A×e-B[PO4],这种相关的浮游植物生物量表现2d左右的滞后现象。还探讨了限制浮游植物增殖的DIP的最低浓度为0．3－04μmol／L,从DIP表现浓度估算浮游植物可能达到的最大生物量为[Chl－a]=10mg／m3,并由此估算出引发中肋骨条藻赤潮的DIP的阈值为1．2μmol／L,作为赤潮预测预报的参考。     

MDD模式与快速冷却事件

ＭＤＤ 模式（Ｍｕｌｔｉｐｌｅ Ｄｉｆｆｕｓｉｏｎ Ｄｏｍａｉｎ ｍｏｄｅｌ） 是Ｄｏｄｓｏｎ 模式的扩展,它可以从一个钾长石样品分析中,得到温度在≤３５０ ～１５０ ℃之间的一条连续的冷却曲线,因此,ＭＤＤ 模式的一个突出贡献是对快速冷却事件的定量制约。冈底斯岩带与哀牢山－ 红河剪切带中新世的快速冷却事件与构造含义是利用这一模式进行研究的成功实例,它不仅定量厘定了快速冷却事件的时间,证实了其存在的普遍性,而且明确指出了中新世印度和欧亚板块碰撞后岩石圈质量转移过程的时间序列,定量地指出了冈底斯岩带逆冲抬升导致的地壳增厚与沿哀牢山－ 红河剪切带地壳块体的侧向挤出在时间上的同步性和差异性     

Potential of marble dust to stabilise red tropical soils for road construction

The potential of marble dust as a stabilizing additive to red tropical soils was evaluated. The evaluation involved the determination of the geotechnical properties of three different red tropical soils in their natural state as well as when mixed with varying proportions of marble dust. The parameters tested included the particle size distribution, specific gravity, Atterberg limits, the standard compaction characteristics, the compressive strength and the California bearing ratio (CBR). The strength tests were repeated after normal 28 day curing of the treated samples and also after accelerated 24 h curing at temperatures of 40°C, 60°C and 80°C.

Results showed that the geotechnical parameters of red tropical soils are improved substantially by the addition of marble dust; plasticity was reduced by 20 to 33% and strength and CBR increased by 30 to 46% and 27 to 55% respectively. The highest strength and CBR values were achieved at 8% marble dust. Results also showed that normal 28 day curing improved the strength of the marble dust-treated soil with over 80% strength gain achieved after 7 to 10 days of normal curing. Higher strength development was realised following accelerated 24 h curing at 60°C.

Although these results imply marked improvement in the geotechnical parameters of red tropical soils, the higher strength developed is not enough for the improved soil to be used as a base material in the construction of heavily trafficked flexible pavements. The improved material may, however, be successfully used as base material for lightly trafficked roads and as a sub-base material for heavily trafficked roads.