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1.
场地和断层对埋地管道破坏的影响分析 总被引：7，自引：3，他引：4
场地条件和断层活动是埋地管道破坏的主要原因,避免因为场地岩土和断层的影响而造成管道破坏,是城市地下生命线工程建设中急需解决的问题。采用ADINA软件的Parasolid建模方式,通过定义合适的体类型和布尔操作,建立了埋地管道破坏分析的几何模型,实现了土体－断层－管道破坏有限元建模。借助模型参数选择,确定了基岩与岩土性质、管道特性等模型参数;定义了管-土摩擦和约束条件、地震波和断层位移荷载等。依据计算结果,分析了场地条件和断层参数对地下管道地震破坏的影响;结果表明：管道埋藏越深,断层断距越大,管道的变形越大,破坏越严重。给出了管-土摩擦系数和断层与管道交角的最优值,并给出了几点工程建议。 相似文献
2.
华北地区距雄安新区300 km范围内包括唐山、邢台和张北三个典型强震区,近50年来,先后发生1966年邢台7.2级、1976年唐山7.8级和1998年张北6.2级强震活动,未来仍具发生破坏性地震的风险。在现今构造应力环境下,3个典型强震区内断裂活动危险性如何、再次发生中强地震对雄安新区地面稳定性有怎样的影响,这些都是要回答的问题。对此,本文首先基于唐山、邢台和张北强震区关键构造部位深孔水压致裂地应力测量数据,依据Byerlee断层滑动失稳摩擦准则,计算各强震区内潜在发震断层的临界失稳状态,探讨断裂活动危险性;之后依据中华人民共和国第五代《中国地震动参数区划图》之《中国大陆及邻区潜在震源区划分图》,厘定雄安新区外围300 km范围内主要潜在震源区和震级上限;最后选取适宜的地震烈度衰减模型,定量计算主要潜在震源区未来发生震级上限地震时对雄安新区地震烈度的影响,进而为雄安新区及重大工程抗震设防提供科学参考。结果表明：(1)唐山、邢台和张北强震区内主要潜在震源区未来发生震级上限地震产生的地震烈度衰减至雄安新区时均位于Ⅳ~Ⅶ度;(2)北京通州及邻区发生8.0级地震、涞水—高碑店沿线发生6.5级地震会在雄安新区产生Ⅶ度地震烈度,震害较轻;(3)其他潜在震源区在雄安新区产生的地震烈度均小于V度,并不会产生显著震害效应。鉴于此,雄安新区抗震设防烈度建议由原Ⅶ度调至Ⅷ度为宜。 相似文献
3.
Dynamic analysis of ground with rigorous use of strain dependency and its application to seismic microzonation of alluvial plane 总被引：1，自引：1，他引：0
Seismic microzonation is one of the most important measures to mitigate earthquake hazards in urban areas. Because the ground motion varies significantly with the subsurface geology, it is needed for microzonation to account as much as possible for the local soil conditions. Noteworthy is that nonlinear deformation properties of soil play essential roles in amplification of strong ground motion. It is desired furthermore to focus on the expected damage extent in addition to the calculated maximum acceleration and/or velocity. The present study first developed a computer code for one-dimensional response analysis of ground that reasonably takes into account nonlinear dynamic soil properties. Second, correlations between the calculated ground motion and damage extent were obtained by examining seismic damages during the past earthquakes. By combining these two issues, seismic microzonation was carried out, and detailed damage distribution was assessed. The product of this study covers not only the damage caused by ground shaking but also liquefaction problem and lifeline damage. 相似文献
4.
东莞市是珠三角城市群和粤港澳大湾区的重要节点城市,深厚欠固结软弱土及其诱发的地面沉降已成为湾区内代表性的区域地质灾害问题,影响城市地质环境安全。为研究东莞市地面沉降发育规律及时空演变特征,采用改进时序InSAR技术对覆盖东莞地区的137景Sentinel-1 SLC SAR影像数据进行处理,分析了2015年6月至2020年6月地表形变动态演化规律。结果表明：（1）全域内地表沉降变形整体较稳定,沉降发育区占市域面积的34.6%,变形严重发育区主要集中在麻涌镇、道滘镇、洪梅镇、中堂镇、沙田镇及滨海湾新区;（2）大部分沉降变形点处于缓慢发展变形阶段,年平均沉降速率在20 mm/a以内,累计沉降量在1 000 mm以内;（3）结合形变监测和现场调查,认为地面沉降与深厚软土发育和人类工程活动的耦合作用有很强的相关性。证明该方法能较好地识别和反映城市复杂形态区地面沉降发育的时空演化特征,为灾害预警、减避及治理提供技术支持。 相似文献
5.
T. Rossetto N. Peiris A. Pomonis S. M. Wilkinson D. Del Re R. Koo S. Gallocher 《Natural Hazards》2007,42(1):105-124
On December 26, 2004 a great earthquake (M
W 9.3) occurred off the western coast of Sumatra triggering a series of tsunami waves that propagated across the Indian Ocean
causing damage and life loss in 12 countries. This paper summarizes the observations of lifeline performance, building damage
and its distribution, and the social and economic impact of the tsunami made by the Earthquake Engineering Field Investigation
Team (EEFIT) in Thailand and Sri Lanka. EEFIT operates under the umbrella of the UK’s Institution of Structural Engineers.
It is observed that good engineering practice can reduce economic losses, but additional measures are required to reduce risk
to life. 相似文献
6.
地下管道破坏受到场地岩土条件和断层的制约,如何分析场地条件对地下管道地震破坏的影响,是城市地下管道建设中面临的突出问题。采用ADINA建模的定义体操作,选定合适的体类型,应用布尔操作实现了管道与土体和断层之间的融合,得到地下管道破坏分析的几何模型。通过模型参数选择,确定了岩土性质、管道特性、断层等模型参数,定义了管土摩擦、地震荷载时间函数、断层荷载和约束条件。依据计算结果,分析了管土摩擦、埋深、断层参数以及断层活动性等场地条件对地下管道地震破坏的影响,并给出了结论和工程建议。 相似文献
7.
强震中场地砂土液化产生的土层侧移对地面建筑结构和地下生命线工程造成了严重的破坏。可以预见,微倾斜液化场地的土层侧移也将对地铁地下结构的地震安全造成严重的威胁。鉴于此,开展了微倾斜（倾角为6o）可液化场地中两层三跨地铁地下车站结构与区间隧道连接部位地震反应的大型振动台模型试验研究。结果表明：微倾斜可液化场地中地铁车站结构两侧地基出现了明显的非对称液化分布特征,坡体下方水平土层比上方水平土层更易液化;因坡体内土体液化沿坡向下流滑引起了下方水平土层发生了明显的地面抬升,总体上坡体段内的地面侧移量最大,下方水平土层地面侧移量次之,坡体上方水平土层地面侧移量最小。同时,在试验过程中也发现,隧道和车站结构之间发生了明显的差异上浮,可能会造成连接部位附近结构的应力集中或加重该部位的地震破坏。 相似文献
8.
本数据集依托2017年中国地质调查局"粤港澳湾区1：50 000环境地质调查"项目,在充分收集以往地质资料的基础上,开展了粤港澳大湾区珠江口西岸的斗门镇幅1：50 000工程地质调查工作,编制了1：50 000工程地质图及说明书,并依据此次调查及采取的样品进行测试获取的数据建立了本数据集。本数据集包含调查与实验测试两大类10种数据类型,其中遥感野外检查验证数据53条,基础调查数据168条,野外地质综合调查数据22条,工程地质调查数据77条,地质灾害调查数据23条,钻孔基本情况数据13条,原位试验成果数据583条,岩石样品试验数据36条,土工试验数据130条,野外照片数据669幅,共计1 774条数据。本数据集对查清粤港澳大湾区珠江口西岸的工程地质条件,评价软土地面沉降、崩塌滑坡不稳定性斜坡等地质灾害具有数据支撑意义。 相似文献
9.
This work studies the effects of long human habitation on site geotechnical conditions. It is focused on the city of Zefat that is located on the borders of the Dead Sea Transform in northern Israel. The city of Zefat, suffered severe damage and loss of life in historical earthquakes, as a consequence of earthquake induced landslides (EILS). In this work we evaluate the current EILS hazard for the city of Zefat using a GIS-based regional Newmark analysis, with calibration of the calculated Newmark displacement (representing EILS hazard) using maps of field evidence and historical documents testifying to slope instability that occurred in historical earthquakes.
We found that the core city of Zefat is built on a layered anthropogenic material, few meters deep which, was deposited as a result of more than 2000 years of human habitation. The anthropogenic material is mechanically weak, susceptible to slope failure and to amplification of seismic-shaking. It is responsible for the city's devastation in historical earthquakes and it is the source for the current high seismic hazard as well.
Our model shows that earthquakes of magnitudes (Mw) 5, 6 and 7 at distances of up to 10 km, 50 km and more than 100 km, respectively, are likely to induce landslides in the core city of Zefat. The current engineering status of the city is poor, and as a consequence severe damage and loss of life are expected in future earthquakes due to EILS, unless major engineering efforts are made. Cities in the Eastern Mediterranean with comparable long habitation histories (e.g., Jerusalem, Tiberias, Nablus, Amman) are expected to have similar geotechnical problems in their old sections and are advised to take appropriate engineering steps to reduce damage and loss of life in future earthquakes.
Evaluation of historical earthquake magnitudes based on reported local-damage may, however, lead to overestimated magnitudes where the damaged sites are built on anthropogenic talus (a common setting in the vicinity of the Dead Sea Transform). 相似文献
10.
An air‐gun survey, conducted over a total distance of 4356 km in the western end of the Kurile Arc offshore, has revealed the architecture and evolution of the Kushiro submarine canyon and Tokachi submarine channels of the Tokachi‐oki forearc basin. The Kushiro submarine canyon, which runs along the eastern margin of the forearc basin, is characterized by an entrenchment of up to several hundred metres in depth. The Tokachi submarine channels, by contrast, occupy the centre of the basin and consist of small, branching and levéed channels. The Kushiro submarine canyon is not connected to the Tokachi River, which has the largest drainage area in eastern Hokkaido, with a catchment area of approximately 9010 km2 that includes high mountains and a volcanic region. Instead, the Kushiro submarine canyon exhibits an offset connection/quasi‐connection (probably having been connected during a prior sea‐level lowstand) with the Kushiro River (drainage area of 2500 km2) which contains the Kushiro Swamp at its mouth. To understand this unusual arrangement of rivers and submarine channels, acoustic facies analysis was undertaken to establish the seismic stratigraphy of the area. Subsurface strata can be divided into six seismic units of Miocene to Recent age. Analyses of seismic facies and isopach maps indicate that: (i) the palaeo‐Kushiro submarine canyon, which was ancestral to the Kushiro submarine canyon, was an aggradational levéed channel; and (ii) the palaeo‐Tokachi submarine channel was much larger than the present‐day channel and changed its course several times. Both the palaeo‐Kushiro submarine canyon and palaeo‐Tokachi submarine channel were fed predominantly by the ancestral Tokachi River, whereas the present‐day channels are no longer connected or quasi‐connected to the Tokachi River. Entrenchment of the Kushiro submarine canyon began in its distal reaches during the Early Pleistocene and propagated landward over time, which was possibly caused by base‐level fall (i.e. subsidence of the trench floor) or uplift of the forearc basin. Entrenchment of the upper part of the Kushiro submarine canyon began during the Middle Pleistocene, which may have been related to: (i) depositional progradation; (ii) uplift of the coastal area; or (iii) a change in source area from the ancestral Tokachi River to the Kushiro River. 相似文献
11.
通过实地考察,对2014年5月30日9时20分云南省德宏傣族景颇族自治州发生的6.1级地震中的房屋震害特点及主要次生地质灾害特征进行了全面分析,并初步总结了各类房屋建筑及主要地质灾害的震害特征及其成因。研究结果表明,对于西南山区类似盈江的地震多发区带,城镇建设过程中在尽量选择高强度建筑材料且保证建筑材料合格的同时,还要充分重视科学选址,应尽量避开滑坡、崩塌、泥石流等地震地质灾害易发地带;对稳定性较差的场地应通过必要的地基处理工程进行加固,以尽可能减小地震造成的破坏;在易发生地质灾害的道路周边还应采取适当的加固措施以避免地震来临时造成交通瘫痪,进而引发更大的生命财产损失。 相似文献
12.
Tomoki Watanabe Hiroaki Takahashi Masayoshi Ichiyanagi Muneo Okayama Masamitsu Takada Riyo Otsuka Kenji Hirata Shigehiko Morita Minoru Kasahara Hitoshi Mikada 《Tectonophysics》2006,426(1-2):107
Japan Marine Science and Technology Center installed a cabled geophysical observatory system off Kushiro, Hokkaido Island in July 1999. This observatory system comprises three ocean bottom seismographs (OBSs), two tsunami gauges, and a geophysical/geochemical monitoring system. 4 years and 2 months after the installation, a megathrust earthquake (the 2003 Tokachi-Oki earthquake, 26th September in Japan Standard Time (JST), MJMA 8.0) occurred along a plate boundary underneath a forearc basin where the system is located. The system recorded clear unsaturated seismograms just at 28.6 km from the epicenter. This paper demonstrates advantages brought by the cabled observatory to record the megathrust earthquake showing how earthquake detectability is improved dramatically combining permanent OBS and land-based observations around the region, and importance of the in situ monitoring on the seismogenic zone. In the present study, processing OBSs and land-based network together, and comparing magnitudes of common observed earthquakes with national authorized network, event detection level improved down to M 1.5, which is much lower than the previously designed as down to M 2. Comparing detection level before and after installing OBSs, we found dramatic improvement of the earthquake detection level in the interesting region. Real-time continuous observations of microearthquakes since 1999 have brought us tremendous findings. First, a seismic quiescence started about 10 days before the 2003 Tokachi-Oki earthquake. Second, aftershock distribution is not uniform over the focal area and can be divided into several sub-regions, which might indicate an existence of several asperities. We think that the geophysical observations helped to understand the initiation process of the rupture of the 2003 Tokachi-Oki earthquake and that observations including seismological, geodynamic, hydrogeological, and the other multidisciplinary observations would provide a clue to future understanding of seismogenic processes at subduction zones. 相似文献
13.
武汉地区地震效应影响研究 总被引：3，自引：3，他引：3
虽然武汉市地震影响及地震危险性的水平较低 ,强震也不是武汉市工程地质环境的主要问题 ,但在城市生命线工程和高层超高层建筑方面必须考虑单体抗震设防。而且 ,随着武汉市城市建设的不断发展 ,地震效应影响逐渐成为武汉市工程地质环境评价的一个重要因子。文章在分析了武汉地区地震动衰减规律 ,进行了地震危险性评价 ,深入研究了各土层动力参数性质的基础上 ,指出武汉地区地震地面破坏主要存在砂土液化和软土震陷两种型式及各自可能的空间分布. 相似文献
14.
15.
We estimated spatio-temporal evolution of Coulomb stress within the subducted Pacific slab in Hokkaido from the analysis of seismicity rate change. For this purpose we used earthquake catalog from the Institute of Seismology and Volcanology (ISV), Hokkaido University for the period 1993/4/1–2006/12/31 after relocating to compensate location errors due to the heterogeneous P- and S-wave structure beneath Hokkaido. We found that spatial pattern of Coulomb stress change inverted from the seismicity rate change is comparable with static change in Coulomb stress estimated from dislocation models. Our results and analyses reveal important insights on spatio-temporal pattern of deformation of the subducted Pacific slab in terms of Coulomb stress change. We found that the 2003 Tokachi Oki earthquake (Mw = 8.0) pervasively perturbed Coulomb stress in a regional scale with a significant impact to trigger the 2004 Kushiro Oki earthquake. The 2004 Kushiro Oki earthquake (Mw = 7.0) is another significant stressing event that changed the pattern of Coulomb stress in the area. We found that stressing events with magnitude smaller than 7.0 has minimal impact on Coulomb stress change in the Pacific slab. Similarly, comparatively deep focused large earthquakes could not change Coulomb stress significantly. Further the pattern of Coulomb stress change after the 2003 Tokachi Oki earthquake correlates the pattern of afterslip distribution in Hokkaido. 相似文献
16.
Earthquakes are one of the most important natural hazards to be evaluated carefully in engineering projects, due to the severely damaging effects on human-life and human-made structures. The hazard of an earthquake is defined by several approaches and consequently earthquake parameters such as peak ground acceleration occurring on the focused area can be determined. In an earthquake prone area, the identification of the seismicity patterns is an important task to assess the seismic activities and evaluate the risk of damage and loss along with an earthquake occurrence. As a powerful and flexible framework to characterize the temporal seismicity changes and reveal unexpected patterns, Poisson hidden Markov model provides a better understanding of the nature of earthquakes. In this paper, Poisson hidden Markov model is used to predict the earthquake hazard in Bilecik (NW Turkey) as a result of its important geographic location. Bilecik is in close proximity to the North Anatolian Fault Zone and situated between Ankara and Istanbul, the two biggest cites of Turkey. Consequently, there are major highways, railroads and many engineering structures are being constructed in this area. The annual frequencies of earthquakes occurred within a radius of 100 km area centered on Bilecik, from January 1900 to December 2012, with magnitudes (M) at least 4.0 are modeled by using Poisson-HMM. The hazards for the next 35 years from 2013 to 2047 around the area are obtained from the model by forecasting the annual frequencies of M ≥ 4 earthquakes. 相似文献
17.
In estimating the likelihood of an earthquake hazard for a seismically active region, information on the geometry of the potential
source is important in quantifying the seismic hazard. The damage from an earthquake varies spatially and is governed by the
fault geometry and lithology. As earthquake damage is amplified by guided seismic waves along fault zones, it is important
to delineate the disposition of the fault zones by precisely determined hypocentral parameters. We used the double difference
(DD) algorithm to relocate earthquakes in the Koyna-Warna seismic zone (KWSZ) region, with the P- and S-wave catalog data
from relative arrival time pairs constituting the input. A significant improvement in the hypocentral estimates was achieved,
with the epicentral errors <30 m and focal depth errors <75 m i.e. errors have been significantly reduced by an order of magnitude
from the parameters determined by HYPO71. The earthquake activity defines three different fault segments. The seismogenic volume is shallower in the south by 3 km,
with seismicity in the north extending to a depth of 11 km while in the south the deepest seismicity observed is at a depth
of 8 km. By resolving the structure of seismicity in greater detail, we address the salient issues related to the seismotectonics
of this region. 相似文献
18.
This paper presents a study of the damage due to the Mw 7.6–7.7 intraplate Kutch earthquake of 26 January 2001. It was a powerful earthquake with a high stress drop of about 20 MPa. Aftershocks (up to M 4) have continued for 2.5 years. The distribution of early aftershocks indicates a rupture plane of 20–25 km radius at depths of 10–45 km along an E–W-trending and south-dipping hidden fault situated approximately 25 km north of the Kutch Mainland Fault. The moment tensor solution determined from regional broadband data indicates reverse motion along a south-dipping (by 47°) fault. The earthquake is the largest event in India in the last 50 years and the most destructive in the recorded history in terms of socioeconomic losses with 13,819 deaths (including 14 in Pakistan), collapse/severe damage of over a million houses and US$10 billion economic loss. Surface faulting was not observed. However, intense land deformations have been observed in a 40×20-km meizoseismal area. These include lateral spreading, ground uplifts (about a meter), ground slumping and deep cracks. Liquefaction with ejection of sand and copious water was widespread in the Banni grassland, Rann areas (salt plains), along rivers and also in the coastal areas up to 200 km distance from the epicenter in areas of intensity VII to X+. Stray incidences of liquefaction have occurred up to distances of at least 300 km. For the first time in India, multistory buildings have been destroyed/damaged by an earthquake. The maximum acceleration is inferred to be 700 cm/s2 and intensities are 1–3 units higher in soil-covered areas than expected from the decay rate of acceleration for hard rock. 相似文献
19.
Ade Faisal Taksiah A. Majid Fauziah Ahmad Felix Tongkul Syafrina Mayang Sari 《Natural Hazards》2011,59(1):237-269
The seismic hazard assessment of a site that lies in the low seismic region affected by the future existence of a large dam
has been given less attention in many studies. Moreover, this condition is not addressed directly in the current seismic codes.
This paper explains the importance of such information in mitigating the seismic hazard properly. Ulu Padas Area in Northern
Borneo is used as an example for a case study of a site classified as a low seismic region. It is located close to the border
of Malaysia, Brunei Darussalam, and Indonesia and may have a large dam in the future as the region lies in hilly geography
with river flow. This study conducts probabilistic and deterministic seismic hazard analyses, and reservoir-triggered seismicity
of a site affected by the future existence of a large dam. The result shows that the spectrum acceleration of the maximum
design earthquake for the investigated site in the Ulu Padas Area in Northern Borneo is taken from the reservoir-triggered
seismicity earthquake at short periods and from the current condition at longer periods. 相似文献
20.
Uncompacted artificial-fill deposits on the east side of San Francisco Bay suffered severe levels of soil liquefaction during the Loma Prieta earthquake of 17 October 1989. Damaged areas included maritime-port facilities, office buildings, and shoreline transportation arteries, ranging from 65 to 85 km from the north end of the Loma Prieta rupture zone. Typical of all these sites, which represent occurrences of liquefaction-induced damage farthest from the rupture zone, are low cone penetration test and Standard Penetration Test resistances in zones of cohesionless silty and sandy hydraulic fill, and underlying soft cohesive Holocene and Pleistocene sediment that strongly amplified ground motions. Postearthquake investigations at five study sites using standard penetration tests and cone penetration tests provide a basis for evaluation of the Arias intensity-based methodology for assessment of liquefaction susceptibility. 相似文献