粘土矿物对有机质生烃的催化作用

烃源岩的有机质主要以有机粘土复合体的形式存在。有机质生烃是一种有机粘土化学反应。反应过程中,有机质与粘土之间存在质子和电子迁移,粘土通过对水分子的吸附和离解为有机质加氢裂解提供H+,而有机质生成的有机酸激活了粘土的催化活性,也为蒙皂石伊利石化反应创造了条件。烃源岩不同粘土矿物的选择性催化特征是影响油气组成的最重要因素。粘土的催化活性大小和发育时间是决定烃源岩生烃潜力大小的因素。由于烃源岩在蒙皂石伊利石化阶段具有最大的催化活性,而且与有机质生烃反应同步,因此富含伊$蒙混合层的烃源岩是世界含油气盆地的最有利烃源岩。不同地质时期的烃类地质储量与烃源岩膨胀性粘土的丰度有密切关系。     

Evaluating the effect of active ions on the early performance of soft clay solidified by modified biomass waste-rice husk ash

Acta Geotechnica - Soft clay generally cannot be directly used as subgrade material due to its poor engineering characteristics. The application of rice husk ash (RHA) for the solidification of...     

A Three-Dimensional Geological Structure Modeling Framework and Its Application in Machine Learning

Mathematical Geosciences - Three-dimensional geological structure analysis is fundamental to geoscientific research. With the application of artificial intelligence in geological structure...     

内蒙古苏尼特左旗古人类遗存点的发现及意义

内蒙古中北部是一个重要的古人类活动区，从１９９２年至１９９４年笔者在该区发现了１３处古人类遗存点，获得了大量的石器，包括３７７３件打制石器和１５８件磨制石器。这些材料具有十分重要的研究价值。本文对石器进行了分类，并对石器的时代及当时的环境特点进行了探讨。     

南黄海有关地层与构造的研究进展及问题讨论

南黄海为一叠置于下扬子地块变质基底之上的中、古生代海相与中、新生代陆相多旋回叠合盆地,经历了长期的构造演化及多期次构造改造。有关南黄海多期次盆地地层格架及分布特征、构造变形及动力机制、盆地性质及成因机制等问题,仍存在诸多争论。本文在总结前人研究的基础上,利用近几年最新获得的地质、地球物理数据,对南黄海有关地层与构造相关的主要问题进行了探讨。地球物理及综合研究表明：南黄海北部燕山晚期以来陆相断陷盆地之下并不存在印支-早燕山期的前陆盆地;朝鲜半岛西缘断裂带是存在的,扬子地块与华北地块汇聚碰撞过程中存在壳内多层次的互相楔入构造;南黄海海相中、古生界广泛分布,往东抬升剥蚀,可能主要残留下古生界,中部隆起残留有完整的下三叠统-震旦系。     

一种简易快速的时域地震波衰减补偿算法

针对地震波的能量随着传播时间的增加而递减,提出了一种时间补偿方法。通过调试与传播时间有关的两个可调参数进行地震波振幅补偿。模型试验证实了该方法可以有效地补偿能量的损失,而且在地层中地震波振幅衰减与品质因子Q值有关时,其中的一个可调参数可以用另一个可调参数和Q值来表示。也就是说,本文方法同样是一种反Q滤波方法。     

Disintegration characteristics of weak rocks using the Grey Prediction technique

The deterioration of weak rock subject to wetting impacts upon excavation and tunnelling for mine development. Based on a limited number of determinations at the XGZ Iron Mine, China, the Grey Prediction technique has been employed to assess susceptibility to deterioration. This has been compared to regression, suggesting that the Grey Prediction provides an effective approach where data are limited or inaccessible.     

Influence of Unloading Rate on the Strainburst Characteristics of Beishan Granite Under True-Triaxial Unloading Conditions

Rockburst is a sudden and violent failure of rocks and it often occurs in hard rocks in highly stressed ground. Strainburst is classified as one type of rockburst and it often occurs in rocks near or at the excavation boundary. Deep insight into the strainburst phenomenon is essential for safe underground construction at depth. In this paper, an experimental laboratory study on the strainburst behavior of Beishan granite is presented. Based on in-situ stress measurement data from the Beishan area in China, a series of tests under different unloading rates were performed to investigate the strainburst process using a true-triaxial strainburst test system which was equipped with an acoustic emission (AE) monitoring system. In addition, a high-speed video camera was used to record and visualize the initiation and ejection of rock fragments as well as the sudden dynamic failure (strainburst) of the test samples. AE characteristics associated with the cumulative energy and frequency–amplitude distributions were analyzed. Characteristics of the microscopic structure of a fragment generated from one test were observed using a scanning electron microscope. The experimental results indicate that the degree of violence during failure and the associated AE energy release in the strainburst process are dependent on the unloading rate. When the unloading rate is high, the rock is prone to strainburst. On the other hand, as the unloading rate decreases, the failure mode changes from strainburst to spalling. In addition, the cumulative AE energy is not sensitive to unloading rates greater than 0.05 MPa/s. When the unloading rate is less than 0.05 MPa/s, the cumulative AE energy shows a marked decreasing trend during rock failure.     

Spatial pattern of heavy metal concentration in the soil of rapid urbanization area: a case of Ehu Town,Wuxi City,Eastern China

Urbanization has an important effect on the soil ecosystem. Anthropogenic activities during urban sprawl are the sources and methods of migration, transition, and concentration of heavy metals in the soil. In this paper, the Yangtze River delta, the fastest urbanization area in China, was selected to study the influence of urbanization on heavy metal concentration in the soil. The analysis was performed on 218 samples collected from a typical industrial town in the delta. The content of six heavy metals (Hg, Cd, As, Pb, Cu, and Zn) was measured, which showed that the soil was seriously polluted by heavy metals, particularly Hg. In the study area, human activities were the major factors for the heavy metal concentration in the soil. The average content of Hg in the 0–500 m zone from the urban core was 1.4 mg/kg, about five times higher than the grade II threshold of the Chinese Environmental Quality Standard for Soils. The content of Hg, Cd, Pb, and Cu decreased gradually with increasing distance from the core of the built-up area, especially Hg. The influence of the anthropogenic activities was found to be anisotropic, and effects in the direction of 315° and 225° were most significant. Hg pollution in the 225° direction of the study area was more serious. These results suggested that the urbanization process affects not only the content but also the spatial pattern of heavy metal concentration in the soil.