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991.
Erkan Aydar Alain Gourgaud Inan Ulusoy Fabrice Digonnet Philippe Labazuy Erdal Sen Hasan Bayhan Turker Kurttas Arif Umit Tolluoglu 《Journal of Volcanology and Geothermal Research》2003,123(3-4):301-312
Mount Nemrut, an active stratovolcano in eastern Turkey, is a great danger for its vicinity. The volcano possesses a summit caldera which cuts the volcano into two stages, i.e. pre- and post-caldera. Wisps of smoke and hot springs are to be found within the caldera. Although the last recorded volcanic activity is known to have been in 1441, we consider here that the last eruption of Nemrut occurred more recently, probably just before 1597. The present active tectonic regime, historical eruptions, occurrence of mantle-derived magmatic gases and the fumarole and hot spring activities on the caldera floor make Nemrut Volcano a real danger for its vicinity. According to the volcanological past of Nemrut, the styles of expected eruptions are well-focused on two types: (1) occurrence of water within the caldera leads to phreatomagmatic (highly energetic) eruptions, subsequently followed by lava extrusions, and (2) effusions–extrusions (non-explosive or weakly energetic eruptions) on the flanks from fissures. To predict the impact area of future eruptions, a series of morphological analyses based on field observations, Digital Elevation Model and satellite images were realized. Twenty-two valleys (main transport pathways) were classified according to their importance, and the physical parameters related to the valleys were determined. The slope values in each point of the flanks and the Heim parameters H/L were calculated. In the light of morphological analysis the possible impact areas around the volcano and danger zones were proposed. The possible transport pathways of the products of expected volcanic events are unified in three main directions: Bitlis, Guroymak, Tatvan and Ahlat cities, the about 135 000 inhabitants of which could be threatened by future eruptions of this poorly known and unsurveyed volcano. 相似文献
992.
During strong ground motion it is expected that extended structures (such as bridges) are subjected to excitation that varies along their longitudinal axis in terms of arrival time, amplitude and frequency content, a fact primarily attributed to the wave passage effect, the loss of coherency and the role of local site conditions. Furthermore, the foundation interacts with the soil and the superstructure, thus significantly affecting the dynamic response of the bridge. A general methodology is therefore set up and implemented into a computer code for deriving sets of appropriately modified time histories and spring–dashpot coefficients at each support of a bridge with account for spatial variability, local site conditions and soil–foundation–superstructure interaction, for the purposes of inelastic dynamic analysis of RC bridges. In order to validate the methodology and code developed, each stage of the proposed procedure is verified using recorded data, finite‐element analyses, alternative computer programs, previous research studies, and closed‐form solutions wherever available. The results establish an adequate degree of confidence in the use of the proposed methodology and code in further parametric analyses and seismic design. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
993.
The methodology for dealing with spatial variability of ground motion, site effects and soil–structure interaction phenomena in the context of inelastic dynamic analysis of bridge structures, and the associated analytical tools established and validated in a companion paper are used herein for a detailed parametric analysis, aiming to evaluate the importance of the above effects in seismic design. For a total of 20 bridge structures differing in terms of structural type (fundamental period, symmetry, regularity, abutment conditions, pier‐to‐deck connections), dimensions (span and overall length), and ground motion characteristics (earthquake frequency content and direction of excitation), the dynamic response corresponding to nine levels of increasing analysis complexity was calculated and compared with the ‘standard’ case of a fixed base, uniformly excited, elastic structure for which site effects were totally ignored. It is concluded that the dynamic response of RC bridges is indeed strongly affected by the coupling of the above phenomena that may adversely affect displacements and/or action effects under certain circumstances. Evidence is also presented that some bridge types are relatively more sensitive to the above phenomena, hence a more refined analysis approach should be considered in their case. Copyright @ 2003 John Wiley & Sons, Ltd. 相似文献
994.
大兴安岭阿龙山地区流纹岩风化的地球化学特征 总被引:5,自引:1,他引:5
通过大兴安岭地区两个流纹岩风化剖面的研究发现,大兴安岭地区的岩石风化过程具有特殊性。风化过程分为两个阶段,即以化学风化为主导的基质风化阶段和以机械风化为主导的斑晶风化阶段,第二阶段显示出与正常风化剖面相反的风化趋势。低温和长冬使第二风化阶段延长,并呈现逆风化趋势。风化过程中Fe和Al始终处于流失状态。上述特征的产生是由原岩的结构及成分、气候因素和生态系统等多种因素作用的结果。 相似文献
995.
松辽盆地南部十屋断陷古构造对营城组扇三角洲发育的控制 总被引:2,自引:3,他引:2
在恢复古构造的基础之上,对比了松辽盆地南部十屋断陷营城组沉积时期的古构造格局与现令构造格局的异同。古构造对扇三角洲沉积体系的控制作用主要表现在:(1)主要基底断裂控制了扇三角洲的展布方向;(2)倾向与物源方向相反的断层和古地貌阻滞了扇三角洲的展布;(3)沉降中心控制了扇三角洲前缘的纵向叠置和发育。 相似文献
996.
997.
998.
电法在濒海及岛屿地区寻找地下淡水中的应用 总被引:1,自引:0,他引:1
采用电法的基本原理,研究各种不同岩性和成淡水的电性差畀,划分地下成淡水分界面。在严重缺水的濒海及岛屿地区找到了较好的地下淡水,解决了守岛部队吃水难的问题。 相似文献
999.
本文主要根据水泉湾泉和李家庄泉泉域的地质和水文地质资料,分析了本区内岩溶的发育特征和岩溶地下水的循环规律.研究分析了水泉湾泉和李家庄泉的形成原因。 相似文献
1000.
煤结构是目前地球化学研究领域中的一个难点,但却具有极其重要的理论及实际意义,本文采用分步热解气相色谱技术将树皮体,镜质体和丝质体分解为分子量较小的可测定的有机化合物,在此基础上,据不同温度下热解产物的组成特征来还原显微组分的化学结构,实验结果表明,煤显微组分主要由四大类官能团组成,一是热稳定性较低的NOS杂原子官能团;二是脂族(脂链、脂环)结构;三是苯、烷基苯(甲苯、二甲苯)、萘等芳香族化合物,四是热稳定性很高的难以分解的稠环芳烃。上述四类化合物集中于显微组分的不同结构简单中,树皮体和镜质体结构单元外侧主要由热稳定性较低的杂原子化合物以及分子量较小的苯和烷基苯组成,而丝质体结构单元外侧则主要以短链脂族结构为主,三组分结构核部由热稳定性很高的难以分解的稠环芳烃组成。连结核部稠环芳烃与结构单元外侧杂原子等官能团的主要是热稳定性较高的脂链结构,煤显微组分热成烃主要按结构中各官能团键的强弱随热演化程度的加深依次脱除,生成油气,基本上属平行独立依次反应机制,亦“官能团脱除型”,此外,还包括少量的长链脂族结构裂解为短链脂肪烃的“解聚”过程。 相似文献