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911.
The origin of Molar Tooth (MT) carbonates has been argued for more than 100 years, which are a kind of Proterozoic carbonates especially composed of microsparite with ptygmatically folded and sheet-like structures. Biomarkers detected in the microcalcsparite from the Wanlong and Xingmincun formations in the Jilin-Liaoning area showed there are abundant normal alkanes, isoprenoids, hopanes, steranes, alkylmethylcyclohexanes, and alkyleyclohexanes, indicating a diversity of biological source: long-chain isoprenoids, the major components of chlorophyll, such as C19, C20, a kind of major biomarkers synthesized early by isoprenoid monomers; hopanes a type of characteristic biomarkers from prokaryote, such as archaebacteria and cyanobacteria; sterane a biomarker for eukaryote; and two kinds of alkanes with C17, C18 as the main peaks representing aquatic bacteria and with C23, C24 as the main peaks representing fungi, respectively. Biomarker analysis showed that MT is the result of bacterial and algal activities, which is a kind of organisms between aerobic and anaerobic bacteria, reproducing well in normal or slightly saline sea water under weak oxidation-reduction conditions, resulting in rapid deposition of calcite as microsparite clue to some mechanisms.  相似文献   
912.
关于地基承载力的探讨   总被引:6,自引:0,他引:6  
李宝强 《岩土工程技术》2004,18(4):191-193,198
以土质地基为研究对象 ,结合载荷试验 p s曲线 ,应用土体的极限平衡理论 ,对地基土的变形性状、地基土承载力以及承载力修正等问题进行了分析。分析结果显示 :地基土承载力不单是地基土抗剪强度指标的函数 ,同时还与作用其上的基础埋深及基础宽度等因素密切相关。进行地基基础设计时 ,应根据实际的基础埋深与宽度对勘察资料中的地基土承载力进行修正 ,并提出了有关承载力修正的建议  相似文献   
913.
地脉动测试技术若干问题的讨论   总被引:1,自引:0,他引:1  
讨论了地脉动的测试技术以及测试工作中应该重视而且容易被忽视的问题 ,并就地脉动幅值域和频率域特性参数提出不同的看法  相似文献   
914.
巨厚火成岩在煤系中的水文地质意义   总被引:1,自引:0,他引:1  
李忠凯 《中国煤田地质》2004,16(4):37-38,41
通过对海孜煤矿7煤各工作面突水的特征和水质对比等方法,结合采后形成的导水裂隙带高度,得出了导致7煤各工作面突水的水源是来自巨厚火成岩侵入时对围岩产生的破坏裂隙水,在此基础上提出了侵入裂隙的概念,突水通道为采后形成的导水裂隙,并针对突水成因,提出了控制采高和提前疏放等防治措施。  相似文献   
915.
受地物影响,炮点的理论变观方法(恢复性放炮法)只能是三维地震数据采集过程中的一种补救措施而已,它只保证了设计覆盖次数不变的目的,而不能保证道集内炮检距和方位角不变的目的。一方面,变观后要求所有的炮检距均满足最大炮检距的限定条件显得过于苛刻;另一方面,对地层倾角较大或煤层埋藏较浅的勘探区,一个区的最大炮检距允许值也不一定是一个确定的值,通常的做法是取平均值。据此,提出了三维变观80原则,即在变观炮点不多或不集中时,只要变观炮点记录中有80%的炮检距或不低于80%的道满足最大炮检距要求,就可认为变观是成功的。这种实用的变观方法,对三维地震勘探野外数据采集工作有较明确的指导意义。  相似文献   
916.
立足会计信息在国民经济中的地位,分析了会计信息的作用,提出了会计信息质量是建立诚信社会的保障。  相似文献   
917.
The deep seismic reflection data on profile HY2 are reprocessed by the method of simultaneous inversion of velocity distribution and interface position. By the travel-time inversion with the data of the diving wave Pg and fault plane reflection wave, we determine the geometric form and velocity of Haiyuan fault zone interior and surrounding rock down to 10 km depth. The measured data show that the amplitudes have strong attenuation in the range of stake number 37–39 km, suggesting the fault zone has considerable width in the crustal interior. The results of this paper indicate that to the north of the fault zone the crystalline basement interface upheaves gradually from southwest to northeast and becomes shallow gradually towards northeast, and that to the south of the fault zone, within the basin between Xihua and Nanhua mountains, the folded basement becomes shallow gradually towards southwest. The obliquity of the fault zone is about 70° above the 3 km depth, about 60° in the range of the 3–10 km depths. From the results of this paper and other various citations, we believe that Haiyuan fault zone is in steep state from the Earth’s surface to the depth of 10 km. Foundation item: Joint Seismological Science Foundation of China (201001) and State Key Basic Research Development and Programming Project (95-13-02-02). Contribution No. RCEG200308, Exploration Geophysical Center, China Earthquake Administration.  相似文献   
918.
919.
Introduction Now, shallow seismic reflection wave technique has been used extensively in geological ex-plorations of bridge, dam, high building and so on. Since shallow seismic reflection wave tech-nique is often implemented in industrial zone or city with dense population, the background dis-turbance including industrial noise, life noise, etc is very serious. Furthermore, the disturbance of seismic source is also serious due to short array length and offset of the method. In general, shal-lo…  相似文献   
920.
Seepage driving effect on deformations of San Fernando dams   总被引:2,自引:0,他引:2  
In the process of flow deformation of an earth dam, the seepage force inside the dam plays a role as a driving force. The seepage force acts just like the gravitational force in terms of pushing soils away from their original locations after liquefaction is triggered. This paper draws attention to this seepage driving effect by presenting a set of fully coupled finite element analyses on the well-known San Fernando dams, with the objective of evaluating the impact of this seepage effect. The results indicate that while this effect is always there, its practical significance depends on a number of factors. In the case of the upper San Fernando dam, which experienced a significant, but restricted, downstream movement during the 1971 earthquake, the seepage driving effect was indeed significant. On the contrary, for the lower dam, which failed and slid into the upstream reservoir during the same earthquake, this seepage effect was relatively less pronounced. The detailed results of the analyses reveal the likely mechanisms of failure and deformation of the two dams and the likely cause behind the difference between their responses during the earthquake.  相似文献   
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