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91.
新疆伽师-岳普湖5.8级地震宏观震中位于岳普湖县的铁热木乡和兵团农三师42团的北面,震中烈度为Ⅶ度。本次地震影响范围位于巴楚-伽师6.8级地震Ⅵ-Ⅶ度影响区域内,累计破坏效应造成了较为严重的房屋破坏。通过对大量震害资料和强震记录的分析,根据建筑物的破坏情况和场地峰值加速度衰减特征,在尽可能排除累计破坏效应的基础上确定了地震烈度分布,分析了不同烈度区中的建筑物结构破坏特点及其与地震动影响场的关系。  相似文献   
92.
中强震与江苏新沂地震台地电阻率异常的关系研究   总被引:1,自引:0,他引:1  
李飞  孙雷 《山西地震》2004,(4):19-22,30
运用速率法、滑动富氏法对江苏省新沂地震台1990年至1999年地电阻率观测资料进行了分析,研究了电阻率异常与江苏省及其邻近地区的中强震的关系。结果表明.从1994年到1997年之间发生的中强震,新沂地震台地电阻率3个测向有不同程度的异常与之对应。研究结果表明.资料异常呈现出的各向异性和其对应性与地球自转加速年份、孕震期的应力状态、震区构造、介质结栖有关。  相似文献   
93.
The characteristics of atmospheric heat source associated with the summer monsoon onset in the South China Sea (SCS) are studied using ECMWF reanalysis data from 1979 to 1993. A criterion of the SCS summer monsoon onset is defined by the atmospheric hea…  相似文献   
94.
通过对中国周边地区强震与中国大陆地区强震活动的关系分析,发现中国大陆周边地区活跃时段期间和其后3年是中国大陆地区7级以上地震活动的主要活动时期,周边地区强震活动增强后,中国大陆内部有可能发生7级以上地震,强震活动可能会逐步进入高潮,南北地震带中段未来数年发生7级以上地震的危险性较大.  相似文献   
95.
沈振  李成旺  沈飞 《城市地质》2004,16(4):26-28
在多相地貌单元场地勘察中,基岩与卵砾石的鉴别难度较大。应利用初步感性认识、钻进状态、岩样特征等多手段对基岩与卵砾石进行判别,以提高判别率。  相似文献   
96.
详细介绍了内江松柏寨的七山、七堰、八景等自然景观;对以般若寺为代表的寺庙、寨门以及历代名人所留下的行踪和墨迹作了生动描写;提出以生态旅游为理念进行统一规划,并采取保护性开发的若干建议。  相似文献   
97.
The comprehensive observations on lightning discharges were conducted in Naqu area of Qinghai-Tibet Plateau in summer of 2002. The electric structures of thunderstorms and the characteristics of lightning discharges at initial stage were analyzed by using the observation data. The results show that most of intracloud (IC) lightning flashes were polarities inverted in thunderstorms with tripole electric charge structure and occurred between negative charge region located in the middle of the thunderstorm and positive charge region located at the bottom of the thunderstorm. The radiation characteristics of discharge processes in cloud with longer lasting time involved in Cloud-to-Ground (CG) lightning flashes were similar to that of IC discharges.A lot of radiation pulses were produced in these discharge processes. Because the IC discharges took place at the bottom of thundercloud and were near the ground, they may produce more serious damage to equipment on the ground therefore should not be neglected in lightning protection.  相似文献   
98.
Kela 2 Gas Field, with high formation pressure (74.35MPa), high pressure coefficient (2.022) and difficulty of potential test and evaluation, is the largest integrated proved dry gas reservoir in China so far and the principal source for West-East Gas Development Project. In order to correctly evaluate the elastic-plastic deformation of rocks caused by the pressure decline during production, some researches, as the experiment on reservoir sensitivity to stress of gas filed with abnormal high pressure, are made. By testing the rock mechanic properties, porosities and permeabilities at different temperature and pressure of 342 core samples from 5 wells in this area, the variations of petro-physical properties at changing pressure are analyzed, and the applicable inspection relationship is concluded. The average productivity curve with the reservoir sensitivity to stress is plotted on the basis of the research, integrated with the field-wide productivity equation. The knowledge lays a foundation for the gas well productivity evaluation in the field and the gas field development plan, and provides effective techniques and measures for basic research on the development of similar gas fields.  相似文献   
99.
Being a composite collisional orogen between North China and South China blocks, the Qinling orogenic belt is the key to understand the composite combination, prolonged evolutionary history and their continental dynamics. The main suture between north and south Qinling, called Shangdan suture zone (SDSZ), had been studied in detail for about twenty years. Recently, another suture zone, called Mianl黣 suture zone (MLSZ), has been identified in the Qinling Mountains. It is characterized b…  相似文献   
100.
Takashi Ono 《冰川冻土》2004,26(Z1):64-69
Serious failure on the slope of rock ground can be caused by a cyclic action of freezing and thawing in the cold regions. The frost susceptibility and the effect of freezing and thawing onthe rock material, however, have not been well investigated. In order to find out the freezing effect on the rock materials, mortar specimens are frozen as a pseudo-rock material under the constant rate of freezing by means of controlling the temperature of both ends of specimen. The freezing process is given one-dimensionally to the cylindrical samples in the laboratory to simulate the in-situ freezing phenomena in the natural ground. Formation of ice lens, frost heave and water intake during freezing process are observed on the mortar specimen under constant freezing rate, which probably causes cracks or large deformation in the real rock ground. The values of the velocity of elastic wave propagation are compared before and after freezing process to estimate the degree of weathering due to freezing and thawing.  相似文献   
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