共查询到14条相似文献,搜索用时 46 毫秒
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土壤-微生物-植物系统中矿物风化与元素循环 总被引:8,自引:0,他引:8
土壤是地球关键带的重要组成部分,土壤-植物系统是连接岩石圈、生物圈、大气圈和水圈的纽带.土壤作为地球上生物多样性最丰富的生境之一,在地球表层生物地球化学过程中担负重要的作用.本文主要从地球生物学的角度来探讨土壤生物在地球表层(风化壳)岩石矿物风化、物质转化与运输中的作用及其相关机制,包括土壤微生物对岩石矿物的风化,以及土壤-根系的相互作用和土壤-微生物-根系相互作用对岩石矿物风化的影响. 相似文献
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安德逊理论表明地震的共轭破裂现象可以用库仑准则解释,断层面夹角与地下岩石内摩擦系数之间存在简单的定量关系。基于本文提出的通过共轭地震计算介质内摩擦系数的方法,对国内外19个具有X形或不完整的X形(L形)共轭破裂特征的地震进行系统性分析,与震源机制、区域应力轴方向等资料进行对比,确定共轭断层面,进而确定共轭面夹角并计算岩石的内摩擦系数。研究结果进一步证实了天然地震的共轭破裂与实验室岩石破裂具有较好的一致性,给出了库仑准则与安德逊理论在大尺度下也成立的证据,表明通过共轭角确定地下介质的内摩擦系数是对地下介质特性认知的有益补充。 相似文献
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汶川8.0级地震前断层形变异常及与其它大震的比较c 总被引:3,自引:0,他引:3
用蕴震系统信息合成和地壳形变图象动力学参量方法,对龙门山、鲜水河、安宁河断裂带69条跨断层形变观测时序(1997年1月——2008年1月)整体地作了数据处理,发现龙门山断裂带在汶川MS8.0地震前出现了整体活动强度增高(加速度运动)、突跳异常丛集和近震中断裂的快速滑动.汶川8.0级与唐山7.8级及丽江7.0级地震之前的断层形变异常具有相似性,呈现出一定的可重现性,但前者的异常强度偏低.用系统自组织理论、断裂力学、静地震、慢地震、蠕滑、亚板块挤压与深部物质向上运移的共同作用能初步解释这些异常现象. 相似文献
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基于国家地磁台网中心的地磁秒采样数据,采用地磁垂直强度极化法,计算了2019年1月1日至2020年7月31日全国各地磁台站的极化值,对2019年中国大陆西部(110°E以西)极化异常进行了分析,研究了2020年于田MS6.4等中强地震前地磁极化异常变化特征及其与后续地震的关系。研究发现:(1)地磁极化异常具有空间成组特征,即空间上多个地区可以同时出现地磁极化异常;地磁极化异常一般被认为是震前震源区发生断层蠕动或岩石破裂导致的电磁辐射,这意味着震前可能会有多个地区同时发生断层蠕动或岩石破裂,这一现象似乎表明有一个"力源"在主导多区域同时发生断层蠕动或岩石破裂。(2)地磁极化异常的后续地震具有成组特征,即一个地区出现极化异常后可能发生多次地震。该现象对日常会商分析具有重要参考意义,即此类异常发生预期地震后可能还会有类似地震的发生。(3)以往的一些研究认为地磁极化异常一般在震前2—3个月出现,但本研究发现极化异常出现后10个月在异常区域仍然会发生地震,这表明电磁辐射异常可能不仅仅是短临异常,还可能具有中期指示意义,即断层蠕动或岩石破裂发生时间可能在震前近1年左右便已开始... 相似文献
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重点阐述了生物表面活性剂清洗土壤有机污染物的机理及影响因素。根据国内外最新文献.对使用生物表面活性剂溶液修复有机物污染土壤的研究进展进行了综述。并展望了生物表面活性剂在清洗土壤有机污染物中的研究前景。 相似文献
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选取1970年至1999年晋冀蒙三省交界4次中强地震事件,进行地震视应变演化分析。得出,地震视应变异常与晋冀蒙三省交界区中强以上地震具有较好的对应关系。震前,晋冀蒙三省交界区地震视应变演化模式有:增强-减弱-发震、增强-减弱-迁移-发震、增强-减弱-消失-增强-发震、增强-减弱-维持-发震。"大同窗"必是异常区,其震前地震视应变演化模式有:增强-维持-消失-发震、增强-减弱-发震、增强-维持-减弱-发震。异常区多形成于震前3年,随着时间的推移,有扩散或向特定方向(震源方向)迁移的特征。中强地震多发生在视应变高值异常区、视应变高值异常迁移区、视应变高值异常区迁移的方向。 相似文献
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The objectives of this paper are to show practically: (1) the validation of a proposed three-dimensional effective stress analysis for the pile foundations, and (2) the effectiveness of remedial deposits on pile stresses under liquefaction by making comparisons between the results of centrifuge tests and those of the proposed analysis. Two foundation models supported by end-bending piles were studied with improved and unimproved deposits. There exists a good consistency between the numerical and experimental results for excess pore water-pressure ratios ranging from 0 to about 0·9. From the numerical results, the bending moment at the pile top with the improved deposit is about 50 per cent lower than that with the unimproved deposit. However, it was found that the smaller the bending moment develops in the pile with the improved deposit, the larger the compressive and/or tensional axial stresses in the pile. This is due to the predominant excitation of rocking vibration of the foundation. From the analytical and experimental results, it has been found that the remedial method can be a variable means to protect piles from soil liquefaction hazards. However, both axial stress and bending moment produced in piles should be considered in assessing the liquefied seismic capacity of group pile-foundation–structural systems with improved soil deposits. © 1998 John Wiley & Sons, Ltd. 相似文献
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An understanding of heat transport and water flow in unsaturated soils experiencing freezing and thawing is important when considering hydrological and thermal processes in cold regions. Macropores, such as cracks, roots, and animal holes, provide efficient conduits for enhanced infiltration, resulting in a unique distribution of water content. However, the effects of macropores on soil freezing and thawing with infiltration have not been well studied. A one‐directional soil‐column freezing and thawing experiment was conducted using unsaturated sandy and silt loams with different sizes and numbers of macropores. During freezing, macropores were found to retard the formation of the frozen layer, depending on their size and number. During thawing, water flowed through macropores in the frozen layer and reached the underlying unfrozen soil. However, infiltrated water sometimes refroze in a macropore. The ice started to form at near inner wall of the macropore, grew to the centre, and blocked flow through the macropore. The blockage ice in the macropore could not melt until the frozen layer disappeared. Improving a soil freezing model to consider these macropore effects is required. Copyright © 2016 John Wiley & Sons, Ltd. 相似文献