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GP断层破裂模型在青海门源M_(S)6.9地震强地面运动模拟的适用性研究
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作者 罗超 曹晓雨 +3 位作者 高阳 徐飞 冯怀平 王昊 《地球物理学报》 SCIE EI CAS CSCD 北大核心 2024年第2期534-547,共14页
2022年1月8日青海省门源县发生M_(S)6.9地震,震中附近遭受了强烈地震破坏.为验证Graves和Pitarka开发的GP断层破裂模型在震前对中国地区地震动场的预测与评估能力,本文基于GP法,考虑不同上升时间系数(rc)的影响,对门源地震进行了确定性... 2022年1月8日青海省门源县发生M_(S)6.9地震,震中附近遭受了强烈地震破坏.为验证Graves和Pitarka开发的GP断层破裂模型在震前对中国地区地震动场的预测与评估能力,本文基于GP法,考虑不同上升时间系数(rc)的影响,对门源地震进行了确定性地震动模拟.将模拟结果在地震动衰减规律、波形与幅值和烈度分布三个方面分别与青藏地区的地震动峰值预测方程、强震观测记录和根据强震记录自动产出的烈度图进行了对比.结果表明,当rc为9.0时,模拟记录与实测记录和地震动峰值预测方程基本一致.本文较好的重现了门源地震的强震动场,在合理选取rc的情况下,GP法可以应用于中国地区震前强地震动场的预测和估计. 展开更多
关键词 门源M_(S)6.9地震 gp断层破裂模型 强地面运动 上升时间系数 宽频带地震动模拟
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Estimation of Ground Deformation in Landslide Prone Areas Using GPS: A Case Study of Bududa, Uganda 被引量:1
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作者 Brian Makabayi Moses Musinguzi John Richard Otukei 《International Journal of Geosciences》 2021年第3期213-232,共20页
Landslides are a frequent phenomenon on mountain Elgon, particularly in Bududa district on the SW side of this extinct shield volcano. Landslides have led to the destruction of property and loss of life we, therefore,... Landslides are a frequent phenomenon on mountain Elgon, particularly in Bududa district on the SW side of this extinct shield volcano. Landslides have led to the destruction of property and loss of life we, therefore, need to monitor them. Monitoring how landslides build-up makes it possible to timely evacuate people and build barriers to protect property against damage by landslides. Residents in Bududa have reported cracks developing in the ground and houses. These cracks continue to grow, suggesting a future catastrophic event. Such an event may resemble the 2010 landslide in Bududa, which killed approximately 450 people and destroyed much property. In order to mitigate the consequences of a new landslide as much as possible, we monitored ground motion in Bududa in eleven stations from June 2018 to June 2019. Six-hour session GPS observations were made, and deformation was determined over the observation period, June to September 2018, September to November 2018, November 2018 to February 2019 and February to June 2019. A congruency test was performed to determine how significant the deformation was. It appeared that the ground deformation differed largely at various monitored stations, ranging from 0.004 to 0.076 m, 0.001 to 0.067 m and 0 to 0.078 m in the East, North and vertical directions respectively. The values indicate that most slopes in the district are unstable, particularly in the wet seasons, which implies that future landslides pose a high risk for society. 展开更多
关键词 Bududa gpS ground Deformation Natural Hazards
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Effect of Partial Ground Plane Removal on the Radiation Characteristics of a Microstrip Antenna 被引量:1
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作者 Hong-Min Lee Wong-Sang Choi 《Wireless Engineering and Technology》 2013年第1期5-12,共8页
This study presents a new, simple method for reducing the back-lobe radiation of a microstrip antenna (MSA) by a partially removed ground plane of the antenna. The effect of the partial ground plane removal in differe... This study presents a new, simple method for reducing the back-lobe radiation of a microstrip antenna (MSA) by a partially removed ground plane of the antenna. The effect of the partial ground plane removal in different configurations on the radiation characteristics of a MSA are investigated numerically. The partial ground plane removal reduces the backlobe radiation of the MSA by suppressing the surface wave diffraction from the edges of the antenna ground plane. For further improving the front-to-back (F/B) ratio of the MSA, a new soft-surface configuration consisting of an array of stand-up split ring resonators (SRRs) are placed on a bare dielectric substrate near the two ground plane edges. Compared to the F/B ratio of a conventional MSA with a full ground plane of the same size, an improved F/B ratio of 9.7 dB has been achieved experimentally for our proposed MSA. 展开更多
关键词 Front-to-Back Ratio MICROSTRIP Antenna Removed ground plane Soft-Surface SPLIT Ring RESONATOR
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Amplification of in-plane seismic ground motion by group cavities in layered half-space (Ⅱ): with saturated poroelastic soil layers 被引量:3
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作者 Jianwen Liang Ji Zhang Zhenning Ba 《Earthquake Science》 CSCD 2012年第4期287-298,共12页
As the continuation study on amplification of in-plane seismic ground motion by underground group cavities in layered half-space, this study extends to the case of poroelastic half-space with dry poroelastic and satur... As the continuation study on amplification of in-plane seismic ground motion by underground group cavities in layered half-space, this study extends to the case of poroelastic half-space with dry poroelastic and saturated poroelastic soil layers. The influence of poroelastic layers on the amplification of seismic ground motion is studied both in frequency domain and time domain using indirect boundary element method (IBEM). It is shown that for the example of a saturated poroelastic site in Tianjin under the excitation of Taft wave and El Centro wave, the amplification of seismic ground motion in poroelastic case is slightly smaller than that in the elastic case, and the amplification of PGA (peak ground acceleration) and its PRS (peak response spectrum) can be increased up to 38.8% and 64.6%; the predominant period of response spectra in poroelastic case becomes shorter to some extent compared with that in the elastic case. It is suggested that the effect of underground group cavities in poroelastic half-space on design seismic ground motion should be considered. 展开更多
关键词 underground group cavity dry poroelastic saturated poroelastic AMPLIFICATION INplane seismic ground motion indirect boundary element method (IBEM)
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Amplification of in-plane seismic ground motion by group cavities in layered half-space (Ⅰ) 被引量:2
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作者 Jianwen Liang Ji Zhang Zhenning Ba 《Earthquake Science》 CSCD 2012年第4期275-285,共11页
Amplification of in-plane seismic ground motion by underground group cavities in layered half-space is studied both in frequency domain and time domain by using indirect boundary element method (IBEM), and the effect ... Amplification of in-plane seismic ground motion by underground group cavities in layered half-space is studied both in frequency domain and time domain by using indirect boundary element method (IBEM), and the effect of cavity interval and spectrum of incident waves on the amplification are studied by numerical examples. It is shown that there may be large interaction between cavities, and group cavities with certain intervals may have significant amplification to seismic ground motion. The amplification of PGA (peak ground acceleration) and its PRS (peak response spectrum) can be increased up to 45.2% and 84.4%, for an example site in Tianjin, under the excitation of Taft wave and El Centro wave; and group cavities may also affect the spectra of the seismic ground motion. It is suggested that the effect of underground group cavities on design seismic ground motion should be considered. 展开更多
关键词 underground group cavity AMPLIFICATION IN-plane seismic ground motion time domain frequency domain indirect boundary element method (IBEM)
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Monitoring of ground subsidence movements over territory of mines being flooded in Budyonnovsky and Proletarsky districts in Donetsk city with help of GPS-technology
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作者 A.V. Antsiferov Y.N. Gavrilenko N.N. Kiselyov 《中国有色金属学会会刊:英文版》 CSCD 2005年第S1期266-268,共3页
This paper considers the processes of activation in ground subsidence movements in flooding mine workings of mines being liquidated in two districts in Donetsk city on the area of more than 60km^2. A concept is give... This paper considers the processes of activation in ground subsidence movements in flooding mine workings of mines being liquidated in two districts in Donetsk city on the area of more than 60km^2. A concept is given to build up control network of geomechanical monitoring in conditions of existing old mining operations at shallow depths (down to 100m), strong damages of objects of urban building. Given are GPS network structure, layouts for location of basic and local profile lines, special control stations for monitoring ground subsidence movements over the territory of mines being flooded. Results of the series of observations made are discussed and their accuracy is analyzed. 展开更多
关键词 ground surface movement activation gpS network geomechanical MONITORING mine
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Practice and technical approach of GPS observation of mining-induced ground subsidence
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作者 GAO Jun-hai~(1,2) WU Li-xin~1 (1. China University of Mining and Technology Beijing Campus, Beijing 100083, China 2. Tangshan Branch, China Coal Research Institute, Tangshan 063012, China) 《中国有色金属学会会刊:英文版》 CSCD 2005年第S1期65-68,共4页
The base vector between 2 poins and a high-precision geodetic height difference can be obtained by GPS. If the geodetic height of a point is known, the geodetic height of each observation point in a net can be obtaine... The base vector between 2 poins and a high-precision geodetic height difference can be obtained by GPS. If the geodetic height of a point is known, the geodetic height of each observation point in a net can be obtained. When surveying the subsidence value in the mining-induced ground subsidence, the change of the height of monitoring point is needed. On the above theoretical basis, the problem involved in GPS observation of mining-induced ground subsidence and their counter measures were discussed, and an introduction was made that the subsidence value obtained in the monitoring mining-induced ground subsidence can use the change of height of geodetic as a alternative, the result of check on the accuracy and reliability of repetitions observations was analysed. Finally, the effect of errors on accuracy of GPS observation and their reduction measures were elaborated. 展开更多
关键词 mining-induced ground SUBSIDENCE gpS OBSERVATION OBSERVATION ACCURACY reliability
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GPS monitoring and analysis of ground movement and deformation induced by transition from open-pit to underground mining 被引量:2
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作者 Fengshan Ma Haijun Zhao +4 位作者 Yamin Zhang Jie Guo Aihua Wei Zhiquan Wu Yonglong Zhang 《Journal of Rock Mechanics and Geotechnical Engineering》 2012年第1期82-87,共6页
To trace the potential hazards of open-pit slope in Longshou mine,global positioning system(GPS) is applied to monitoring ground movement and deformation induced by transition from open-pit to underground mining.Throu... To trace the potential hazards of open-pit slope in Longshou mine,global positioning system(GPS) is applied to monitoring ground movement and deformation induced by transition from open-pit to underground mining.Through long-term monitoring from 2003 to 2008,huge amounts of data were acquired.Monitoring results show that large-scale ground movement and deformation have occurred in mining area,and the movement area is ellipse-shaped.The displacement boundary of settlement trough is 2.0 km long along the exploratory line,and 1.5 km long along the strike of ore body.GPS monitoring results basically agree with the practical deformation state of open-pit slope.It is indicated that the long-term GPS monitoring is an effective way to understand the mechanism of ground movement and deformation in mine area. 展开更多
关键词 露天转地下开采 地表移动变形 gpS监测 露天矿边坡 全球定位系统 监测结果 地面运动 潜在危险
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Measuring ground deformations caused by 2015 Mw7.8 Nepal earthquake using high-rate GPS data 被引量:1
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作者 Yong Huang Shaomin Yang +3 位作者 Xuejun Qiao Mu Lin Bin Zhao Kai Tan 《Geodesy and Geodynamics》 2017年第4期285-291,共7页
The April 25,2015 Mw7.8 Nepal earthquake was successfully recorded by Crustal Movement Observation Network of China(CMONOC) and Nepal Geodetic Array(NGA).We processed the high-rate GPS data(1 Hz and 5 Hz) by using rel... The April 25,2015 Mw7.8 Nepal earthquake was successfully recorded by Crustal Movement Observation Network of China(CMONOC) and Nepal Geodetic Array(NGA).We processed the high-rate GPS data(1 Hz and 5 Hz) by using relative kinematic positioning and derived dynamic ground motions caused by this large earthquake.The dynamic displacements time series clearly indicated the displacement amplitude of each station was related to the rupture directivity.The stations which located in the direction of rupture propagation had larger displacement amplitudes than others.Also dynamic ground displacement exceeding 5 cm was detected by the GPS station that was 2000 km away from the epicenter.Permanent coseismic displacements were resolved from the near-field high-rate GPS stations with wavelet decomposition-reconstruction method and P-wave arrivals were also detected with S transform method.The results of this study can be used for earthquake rupture process and Earthquake Early Warning studies. 展开更多
关键词 gpS数据 地面变形 大地震 可可 中国地壳运动观测网络 使用率 位移时间序列 地震破裂过程
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Rectangular Microstrip Antenna on Ridge Ground Plane to Control the Resonant Modes for Improved Bandwidth using Transverse Resonance Method
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作者 Sudip Kumar Ghosh Abhijyoti Ghosh +2 位作者 Dia Ghosh Sudipta Chattopadhyay Sandip Banerjee 《Journal of Electromagnetic Analysis and Applications》 2012年第5期206-211,共6页
A single layer single element rectangular microstrip antenna on ridge ground plane for improved bandwidth is theoretically investigated with a view to develop a concrete physical insight in to the phenomenon. The simp... A single layer single element rectangular microstrip antenna on ridge ground plane for improved bandwidth is theoretically investigated with a view to develop a concrete physical insight in to the phenomenon. The simple single element probe fed rectangular microstrip antenna fabricated on conventional PTFE (Poly Tetra Fluride Ethelene) substrate have many advantages except its narrow bandwidth. The present study proposes the technique to control the resonant modes of a microstrip antenna for yielding better bandwidth using transverse resonance method. The present antenna is designed to fabricate on ridge ground plane which has been compared with conventional structure and around 6% - 7% improvement in bandwidth is revealed. The detailed variation of radiation pattern across its frequency band has been studied and presented in this paper. The proposed idea has been verified through a commercial software package (High Frequency Structure Simulator) for a patch operating in X band and explained quantitatively. The electric surface current distribution over the patch surface for both the conventional and proposed antenna is presented to explain the broad banding effect physically. 展开更多
关键词 BROAD BANDWIDTH RIDGE ground plane Rectangular MICROSTRIP PATCH
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Stitched Ground Planes for Textile Antenna Application: An Experimental Study
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作者 Abraham T. Wiri 《Open Journal of Antennas and Propagation》 2021年第2期11-25,共15页
This paper presents an application of stitched ground plane for microstrip patch antenna design. In this work Matlab interface to computer embroidery techniques were used to implement the felt and denim substrates on ... This paper presents an application of stitched ground plane for microstrip patch antenna design. In this work Matlab interface to computer embroidery techniques were used to implement the felt and denim substrates on microstrip patch antenna. These antennas were simulated using a commercial full 3D electromagnetic CST Microwave Studio 2019. A method to optimize the stitch patterns with conductive thread for antenna ground plane for 2.45 GHz industrial, scientific, and medical (ISM) band and 5 GHz wearable wireless local area networks (WLAN) frequencies was achieved. Rigid and flexible wearable antennas (microstrip patch antennas) were fabricated using the stitched ground plane. The electrical resistance was reduced between the meshes during the stitching design process. Results in terms of bandwidth, radiation patterns and reflection coefficients (S<sub>11</sub>) are presented. 展开更多
关键词 Stitched ground plane EMBROIDERY Textile Antennas Conductive Thread
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Novel Stitched Ground Plane Optimizations for Microstrip Patch Antennas at Wi-Fi and WiMAX Applications
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作者 Abraham T. Wiri 《Open Journal of Antennas and Propagation》 2021年第2期26-43,共18页
This work explores the optimal mesh structure, stitch density and production technique of stitched ground plane for microstrip patch antenna. Meshed ground plane was used as a generic problem. A stitched ground plane ... This work explores the optimal mesh structure, stitch density and production technique of stitched ground plane for microstrip patch antenna. Meshed ground plane was used as a generic problem. A stitched ground plane is pro-posed and designed using Matlab interface to computer embroidery. Using the meshed or stitched ground plane as a case study, the resistance between meshes was analysed and measured. The equivalent resistance between nodes is a function of their distance apart. A finite resistive grid was simulated and compared to measured sets of data. A microstrip patch antenna with stitched ground shows comparable performance to the conventional etched ground of the size in terms of bandwidth. The stitched ground plane has a higher band-width than the etched copper ground plane because of the increased thickness of the substrate. Thus, it can be concluded that the use of the interface method shows the possibilities of controlling the stitch density and distances between mesh nodes. The interface increases the stitching density and reduces the elec-trical resistance between mesh nodes making the antennas flexible and weara-ble. The functionality of these antenna samples has been tested and validated using microstrip patch ground at 2.45 GHz and 5 GHz. Measurement results on the proposed stitched ground planes were compared with the theory of infinite resistive network that shows good agreement. 展开更多
关键词 Stitched ground plane Matlab Interface Method Meshed Path Computer-Embroidery
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Simplified triangular ground plane cloak by oblique multilayer dielectrics
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作者 王身云 刘少斌 《Chinese Physics B》 SCIE EI CAS CSCD 2012年第4期281-285,共5页
Based on the effective medium theory, the triangular ground plane cloak can be realized by thin layered systems. Two solutions of parameter setting of the layered cloak are suggested to demonstrate the invisibility pe... Based on the effective medium theory, the triangular ground plane cloak can be realized by thin layered systems. Two solutions of parameter setting of the layered cloak are suggested to demonstrate the invisibility performance of a hybrid incoming wave. The hybrid parameters are derived from the equivalent of both anisotropies of permittivity and permeability to the alternating layers. The performance of the designed layered cloak is validated by both TM and TE wave simulations with near-field distributions and average scattering power outflows on an observation semicircle. From the simulation results, the layered cloak with both hybrid parameters and improved hybrid parameters can reflect the incoming TM/TE waves in a specular direction, and the latter behaves with a better overall invisibility performance. 展开更多
关键词 地平面 多层介质 三角 混合动力车 外衣 有效介质理论 隐蔽性能 混合参数
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Ground subsidence mechanism of a filling mine with a steeply inclined ore body
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作者 LI Guang LIU Shuai-qi +2 位作者 MA Feng-shan GUO Jie HUI Xin 《Journal of Mountain Science》 SCIE CSCD 2023年第8期2358-2369,共12页
Long-term field monitoring finds that serious surface subsidence can still occur even if the high strength cemented fill method is adopted.Combining the results of numerical simulations with global position system(GPS... Long-term field monitoring finds that serious surface subsidence can still occur even if the high strength cemented fill method is adopted.Combining the results of numerical simulations with global position system(GPS)monitoring,we took a typical filling mining mine with a steeply inclined ore body as an example,and explored its ground subsidence mechanism.The results show that the ground subsidence caused by the mining of steep ore body is characterized by two settlement centers and a significantly uneven spatial distribution,which is visibly different from ground subsidence characteristic of the coal mine.The subsidence on the hanging wall is much larger than that on the footwall,and the settlement center tends to move to the hanging wall with the increase of mining depth.The backfill improves the strength and surrounding rock bearing capacity,which leads to a lag of about 3 years of the subsidence.However,under the actions of continuous and repeated mining disturbances,the supporting effect of the backfill can only reduce the amplitude of the deformation,but it cannot prevent the occurrence of settlement. 展开更多
关键词 ground subsidence Backfill mining Steeply inclined ore body gpS monitoring Rock mass movement model
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Regional Finite-Fault Source Model for Development of Ground Motion Attenuation Relationship in Sichuan, China
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作者 Wei Jiang Zelin Cao 《Structural Durability & Health Monitoring》 EI 2023年第1期37-54,共18页
The attenuation relationship of ground motion based on seismology has always been a front subject of engineering earthquake.Among them,the regional finite-fault source model is very important.In view of this point,the... The attenuation relationship of ground motion based on seismology has always been a front subject of engineering earthquake.Among them,the regional finite-fault source model is very important.In view of this point,the general characteristics of regional seism-tectonics,including the dip and depth of the fault plane,are emphasized.According to the statistics of regional seism-tectonics and focal mechanisms in Sichuan,China,and the sensitivity of estimated peak ground acceleration(PGA)attenuation is analyzed,and the dip angle is taken as an average of 70°.Based the statistics of the upper crustal structure and the focal depth of regional earthquakes,the bottom boundary of the sedimentary cover can be used as the upper limit for estimating the depth of upper-edge.The analysis shows that this value is sensitive to PGA.Based on the analysis of geometric relations,the corresponding calculation formula is used,and a set of concepts and steps for building the regional finite-fault source model is proposed.The estimation of source parameters takes into account the uncertainty,the geometric relationship among parameters and the total energy conservation.Meanwhile,a set of reasonable models is developed,which lay a foundation for the further study of regional ground motion attenuation based on seismology. 展开更多
关键词 ground motion attenuation relationship dip angle upper-edge depth of rupture plane source parameter regional finite-fault source model
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地面超载下摩擦单桩负摩阻力的连续介质力学解
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作者 刘齐建 苏耀辉 +1 位作者 黄奕彬 邓涛 《建筑科学与工程学报》 CAS 北大核心 2024年第2期173-180,共8页
针对地面超载引起的摩擦单桩负摩阻力,提出了一种基于桩土相互作用和连续介质力学的竖向位移模型来模拟桩土系统位移,模型中包含了桩土轴线位移函数和沿径向的衰减函数;采用变分法得到了桩土系统的总势能,从而得到了位移模型中桩土位移... 针对地面超载引起的摩擦单桩负摩阻力,提出了一种基于桩土相互作用和连续介质力学的竖向位移模型来模拟桩土系统位移,模型中包含了桩土轴线位移函数和沿径向的衰减函数;采用变分法得到了桩土系统的总势能,从而得到了位移模型中桩土位移和衰减函数的耦合控制方程;利用迭代法求解了这两个耦合函数,得到了桩身轴力、中性面、负摩阻力、下拉力和土弹簧等效刚度等关键参数的数学表达式;通过和原位试验及已有理论结果的对比,验证了所提方法的正确性。结果表明:桩土模量比对桩的负摩阻力和下拉力有显著影响,中性面位置与长细比密切相关,而与桩土模量比关系不大;随着桩土模量比增大和桩长细比减小,桩身同一位置处轴力增长明显,但增长速率变缓;地面超载作用下桩周土体位移最大沉降出现在地表处,且地表以下0.3倍桩长范围内为位移强烈影响区;桩长细比和桩土模量比的增加均会使桩周土体位移场影响范围增大。 展开更多
关键词 地面超载 摩擦桩 变分法 中性面 下拉力
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新型小型化GPS天线设计 被引量:4
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作者 赵红梅 牛艳娟 刘藤 《电讯技术》 北大核心 2010年第1期107-110,共4页
设计了一种用于通信、导航、定位等领域的小型化GPS微带天线。采用了椭圆贴片辐射单元及接地板开槽技术,通过接地板开槽引入微扰,在实现圆极化的同时,减小了天线尺寸,实现了小型化:比同频率下传统圆极化微带天线尺寸减小32%,比同结构矩... 设计了一种用于通信、导航、定位等领域的小型化GPS微带天线。采用了椭圆贴片辐射单元及接地板开槽技术,通过接地板开槽引入微扰,在实现圆极化的同时,减小了天线尺寸,实现了小型化:比同频率下传统圆极化微带天线尺寸减小32%,比同结构矩形贴片增益高35%,且频带宽度和轴比带宽都有所提高。 展开更多
关键词 gpS天线 微带天线 接地板开槽 椭圆贴片 小型化
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利用GPS观测反演三峡地区对流层湿延迟的分布及变化 被引量:27
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作者 李征航 徐晓华 +1 位作者 罗佳 朱智勤 《武汉大学学报(信息科学版)》 EI CSCD 北大核心 2003年第4期393-396,共4页
利用三峡地区 8个监测点连续三天的监测数据 ,联合 3个IGS站在此期间的观测 ,反演了各监测点对流层上空的天顶总延迟ZTD ,利用外推的地表气压资料由模型分离出其中的静力学延迟ZHD ,得到天顶湿延迟ZWD含量 ,并对湿延迟变化趋势线进行了... 利用三峡地区 8个监测点连续三天的监测数据 ,联合 3个IGS站在此期间的观测 ,反演了各监测点对流层上空的天顶总延迟ZTD ,利用外推的地表气压资料由模型分离出其中的静力学延迟ZHD ,得到天顶湿延迟ZWD含量 ,并对湿延迟变化趋势线进行了分析。通过对该区域短时间内每间隔两小时湿延迟分布图的分析 。 展开更多
关键词 三峡 gpS 流层 ZHD ZTD ZwD 气象技术 大气 水汽
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GPS与PS-InSAR联网监测的台湾屏东地区三维地表形变场 被引量:19
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作者 陈强 刘国祥 +2 位作者 胡植庆 丁晓利 杨莹辉 《地球物理学报》 SCIE EI CAS CSCD 北大核心 2012年第10期3248-3258,共11页
联合高精度的GPS水平位移观测和高密度的PS-InSAR雷达视线位移测量,实现地表三维形变的精确反演.本文在准确计算卫星轨道方位角基础上,使用GPS观测位移与星载雷达LOS方向形变的投影转换模型,将雷达LOS方向形变转换为垂直方向位移,并基... 联合高精度的GPS水平位移观测和高密度的PS-InSAR雷达视线位移测量,实现地表三维形变的精确反演.本文在准确计算卫星轨道方位角基础上,使用GPS观测位移与星载雷达LOS方向形变的投影转换模型,将雷达LOS方向形变转换为垂直方向位移,并基于地面GPS与SAR影像PS目标联合构建形变监测网,采用参数平差算法估计区域地表形变场.以地质构造活动极其活跃的台湾岛及其西南屏东高雄地区为例,联合屏东地区48个GPS监测台站与雷达PS目标,监测该地区从1995—1999年间由于板块构造挤压运动和地下水抽取导致的三维地表形变.结果表明,该地区年均水平位移量为向西30~50mm/a,高雄沿海地区发生明显的逆时针西偏南的逐渐增大的水平位移;垂直位移为屏东平原南部呈现-10mm/a~-15mm/a的地面沉降,而平原北部和高雄地区呈现约+5mm/a~+10mm/a的地面抬升. 展开更多
关键词 地表形变 gpS PS-INSAR 网络 监测
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利用高频GPS技术进行强震地面运动监测的研究进展 被引量:31
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作者 殷海涛 甘卫军 +2 位作者 肖根如 王现玲 李杰 《地球物理学进展》 CSCD 北大核心 2009年第6期2012-2019,共8页
回顾了高频(1 Hz)GPS在地学应用中的研究进展和主要的数据处理方法,全面比较了高频GPS与地震仪的工作原理与性能,认为高频GPS可为后者进行有效的补充;分析了高频GPS应用于监测短周期强震地面运动的技术优势,以及在处理方法和实际的地学... 回顾了高频(1 Hz)GPS在地学应用中的研究进展和主要的数据处理方法,全面比较了高频GPS与地震仪的工作原理与性能,认为高频GPS可为后者进行有效的补充;分析了高频GPS应用于监测短周期强震地面运动的技术优势,以及在处理方法和实际的地学应用中存在的不足;通过对高频GPS的应用领域与发展前景的研究,对我国开展高频GPS数据的处理方法与地学应用研究提出了自己的观点和看法. 展开更多
关键词 高频gpS gpS地震学 地震仪 强震地面运动
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