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MRFNet:A Progressive Residual Fusion Network for Blind Multiscale Image Deblurring
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作者 Wang Zhang Haozhuo Cao Qiangqiang Yao 《Computers, Materials & Continua》 2026年第3期1851-1866,共16页
Recent advances in deep learning have significantly improved image deblurring;however,existing approaches still suffer from limited global context modeling,inadequate detail restoration,and poor texture or edge percep... Recent advances in deep learning have significantly improved image deblurring;however,existing approaches still suffer from limited global context modeling,inadequate detail restoration,and poor texture or edge perception,especially under complex dynamic blur.To address these challenges,we propose the Multi-Resolution Fusion Network(MRFNet),a blind multi-scale deblurring framework that integrates progressive residual connectivity for hierarchical feature fusion.The network employs a three-stage design:(1)TransformerBlocks capture long-range dependencies and reconstruct coarse global structures;(2)Nonlinear Activation Free Blocks(NAFBlocks)enhance local detail representation and mid-level feature fusion;and(3)an optimized residual subnetwork based on gated feature modulation refines texture and edge details for high-fidelity restoration.Extensive experiments demonstrate that MRFNet achieves superior performance compared to state-of-the-art methods.On GoPro,it attains 32.52 dB Peak Signal-to-Noise Ratio(PSNR)and 0.071 Learned Perceptual Image Patch Similarity(LPIPS),outperforming MIMOWNet(32.50 dB,0.075).On HIDE,it achieves 30.25 dB PSNR and 0.945 Structural Similarity Index Measure(SSIM),representing gains of+0.26 dB and+0.015 SSIM over MIMO-UNet(29.99 dB,0.930).On RealBlur-J,it reaches 28.82 dB PSNR and 0.872 SSIM,surpassing MIMO-UNet by+1.19 dB and+0.035 SSIM(27.63 dB,0.837).These results validate the effectiveness of the proposed progressive residual fusion and hybrid attention mechanisms in balancing global context understanding and local detail recovery for blind image deblurring. 展开更多
关键词 Blind deblurring progressive network multi-scale features residual structure
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Illusion of inactivity:Revisiting progressive multiple sclerosis treatment paradigms
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作者 Tal Ganz Tamir Ben-Hur 《Neural Regeneration Research》 2026年第3期1134-1135,共2页
Active inflammation in“inactive”progressive multiple sclerosis:Traditionally,the distinction between relapsing-remitting multiple sclerosis and progressive multiple sclerosis(PMS)has been framed as an inflammatory v... Active inflammation in“inactive”progressive multiple sclerosis:Traditionally,the distinction between relapsing-remitting multiple sclerosis and progressive multiple sclerosis(PMS)has been framed as an inflammatory versus degenerative dichotomy.This was based on a broad misconception regarding essentially all neurodegenerative conditions,depicting the degenerative process as passive and immune-independent occurring as a late byproduct of active inflammation in the central nervous system(CNS),which is(solely)systemically driven. 展开更多
关键词 inflammatory versus degenerative dichotomythis treatment paradigms illusion inactivity multiple sclerosis traditionallythe central nervous system cns which progressive multiple sclerosis active inflammation progressive multiple sclerosis pms
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A novel coupled progressive corrosion-water hammer inrush model for deep coal seam floors
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作者 Genshui Wu Jianping Zuo Lisong Zhao 《Journal of Rock Mechanics and Geotechnical Engineering》 2026年第1期416-440,共25页
The mining industry is frequently subjected to various disasters,one of the major concerns is water-related disasters,particularly seam floor water inrush.These disasters pose significant threats to the safety and pro... The mining industry is frequently subjected to various disasters,one of the major concerns is water-related disasters,particularly seam floor water inrush.These disasters pose significant threats to the safety and production of deep coal mines.The primary reason for this is that the fracturing of the rock mass induces the formation of a fluid(water)with both kinetic and potential energy.In this paper,a novel water inrush mechanism for deep floor failure due to water hammer effects is proposed based on the Xingdong coal mine in China.The water hammer pressure within rock pore channels has a different impact on the surrounding rock,leading to the degradation of the rock mass channel through repeated conduction and instantaneous cutoff.To further investigate this phenomenon,a progressive corrosion fracture mechanics(PCFM)model induced by a water hammer is established.The results show that the water hammer pressure caused by instantaneous channel truncation increases with increasing water flow velocity.The chemical damage factor(i.e.,stress corrosion fracture)is also incorporated into the Dugdale-Barenblatt(D-B)model to analyze the factors influencing the PCFM.These findings indicate that the greater the degree of damage is,the more likely the concealed fault is to experience water inrush.Finally,methods for controlling water inrush caused by the water hammer effects of deep floors are proposed.The failure mechanisms of the water hammer and the PCFM provide theoretical and practical guidance for controlling water inrush from the deep floor. 展开更多
关键词 Water hammer Rock mechanics Fracture mechanics progressive corrosion damage Water inrush
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Transmission patterns of progressive damage and reliability analysis of reservoir-induced landslides considering local tensile failure
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作者 Minghao Miao Huiming Tang +5 位作者 Yinlong Jiang Kun Fang Changdong Li Cheng He Peng Cao Sha Lu 《Journal of Rock Mechanics and Geotechnical Engineering》 2026年第2期913-931,共19页
Reservoir-induced landslides in China's Three Gorges Reservoir area are prone to tensile cracks due to the influenceof their own weight and fluctuationsin water levels.The presence of cracks indicates that the ten... Reservoir-induced landslides in China's Three Gorges Reservoir area are prone to tensile cracks due to the influenceof their own weight and fluctuationsin water levels.The presence of cracks indicates that the tensile stress in the area has exceeded the tensile strength of the soil,leading to local instability.To explore the impact of tensile failure behavior on the stability and failure modes of reservoir landslides,the Huangtupo Riverside Slump#1 is taken as a case study.By considering local tensile failure,potential tensile cracks are incorporated into the analysis via the limit equilibrium method and reliability theory.The reliability of landslides under different tensile failure scenarios is quantified.Strain-softening characteristics of the soil are combined to further analyze the failure transmission path of the landslide.Finally,these potential failure modes were validated through physical model tests.The results show that cracks developing at rear positions reduce the stability of the slope and increase the probability of instability.During the destruction process,retrogressive failures with multiple sliding surfaces are likely to occur.However,tensile failure at the forefront reduces the likelihood of an individual slide mass descending.Progressive failure results in both regular and skip transmission patterns.Additionally,cracks and water level changes can also lead to shifts in the positions of the most dangerous blocks.Therefore,in practical landslide analysis and prevention,it is necessary to consider local tensile damage and identify potential tensile crack locations in advance to optimize prevention measures and accurately evaluate landslide risk. 展开更多
关键词 Reliability analysis Tensile failure Reservoir landslide progressive damage Failure mode Tensile crack
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Retrieving rare aurora forms from all-sky images via synthetic-to-real progressive learning
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作者 ZHAI Chaoqiang WANG Qian 《Advances in Polar Science》 2026年第1期70-80,共11页
Fine-scale structures can be observed in small field-of-view(FOV)auroral observations,but they are often overlooked because they appear only sporadically in all-sky observations.Such forms are of great interest becaus... Fine-scale structures can be observed in small field-of-view(FOV)auroral observations,but they are often overlooked because they appear only sporadically in all-sky observations.Such forms are of great interest because they may embody specific magnetosphere-ionosphere coupling processes,reveal localized energy deposition pathways,and provide new insights into cross-scale plasma dynamics and instabilities.However,their limited spatial extent,transient occurrence,and scarcity in wide-FOV observations make systematic investigation challenging.Traditional manual analysis struggles to capture these subtle structures within vast all-sky datasets,while automated detection faces severe data imbalance and morphological ambiguity.To address these challenges,we propose a synthetic-to-real progressive learning framework for cross-FOV retrieval of rare auroral forms.A Generative Adversarial Network(GAN)is employed to perform cross-FOV transformation between unpaired small-FOV images containing rare aurora forms and all-sky images(ASI)without such structures,thereby generating large numbers of synthetic ASI with rare auroral morphology.These synthetic samples are used to train an initial detection model,which subsequently undergoes iterative fine-tuning through feedback-guided learning:The model performs inference on new all-sky data,and the progressively accumulated real detections are incorporated into the training set.Experimental results demonstrate that the proposed method achieves over 92%detection accuracy on ASI,enabling high-precision retrieval of small-scale auroral structures across large-scale observations.This framework provides a scalable and effective approach to rediscovering rare auroral phenomena in continuous all-sky monitoring,offering new opportunities for exploring the fine-scale dynamics of the upper atmosphere. 展开更多
关键词 fine-scale auroral structures rare auroral forms cross-FOV retrieval Generative Adversarial Network(GAN) synthetic-to-real progressive learning feedback-guided learning
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联合SBAS-InSAR和PO-SBAS技术的矿区沉降监测
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作者 刘江 徐嘉兴 +1 位作者 高竞峰 王哲 《金属矿山》 北大核心 2026年第3期267-274,共8页
针对矿区开采沉陷范围广、形变梯度大,传统In SAR技术因影像失相干而无法全面、准确提取大形变梯度区域地表沉降信息的问题,以山东省济宁市某煤矿8303工作面为例,在GACOS数据辅助In SAR解算的基础上,联合SBAS-InSAR和PO-SBAS技术开展矿... 针对矿区开采沉陷范围广、形变梯度大,传统In SAR技术因影像失相干而无法全面、准确提取大形变梯度区域地表沉降信息的问题,以山东省济宁市某煤矿8303工作面为例,在GACOS数据辅助In SAR解算的基础上,联合SBAS-InSAR和PO-SBAS技术开展矿区沉陷监测研究。利用沉降信息融合方法,通过水准数据确定SBAS-InSAR和PO-SBAS监测结果的可靠边界,借助先验误差定权原则和概率积分预计模型,实现SBAS-InSAR和PO-SBAS监测结果的融合,并分析其沉降监测精度。研究结果表明:GACOS大气校正可以有效削弱大气延迟影响,在小形变梯度情形下,大气校正后的SBAS-InSAR监测结果比常规SBAS-InSAR监测结果更可靠。通过与水准观测数据比较,融合SBASIn SAR和PO-SBAS技术的监测结果与真实沉降变化趋势基本吻合,监测精度优于单一SBAS-InSAR或PO-SBAS技术。研究反映出,联合SBAS-InSAR和PO-SBAS的监测技术是一种有效获取完整下沉盆地形变信息的监测方法,可为矿区开采沉陷监测提供技术支撑。 展开更多
关键词 开采沉陷 sbas-insar PO-SBAS GACOS 数据融合 沉降监测
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融合SBAS-InSAR与CNN-GRU-ATT的公路边坡形变监测与预测
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作者 李如仁 苏宇祺 +1 位作者 李梦晨 王兴会 《兰州大学学报(自然科学版)》 北大核心 2026年第1期1-9,共9页
为提升公路边坡形变特征监测与预测的精确性,针对传统公路边坡监测方法难以实时预测且精度较低的缺陷,利用融合了小基线子集干涉合成孔径雷达(SBAS-InSAR)技术、卷积神经网络(CNN)、门控循环单元(GRU)及注意力机制(ATT)的公路边坡形变... 为提升公路边坡形变特征监测与预测的精确性,针对传统公路边坡监测方法难以实时预测且精度较低的缺陷,利用融合了小基线子集干涉合成孔径雷达(SBAS-InSAR)技术、卷积神经网络(CNN)、门控循环单元(GRU)及注意力机制(ATT)的公路边坡形变预测模型,实现公路边坡形变的监测和预测一体化.通过SBAS-InSAR技术处理的52组Sentinel-1A卫星数据监测广西天北高速公路的边坡动态形变过程,得到2022-2024年边坡的沉降时间序列.选取同时间的水准点测量结果进行对比,用ATT-CNN算法优化GRU网络模型预测边坡形变并计算预测精度.结果表明,SBAS-InSAR技术与水准点监测方法得到的形变趋势一致,拟合度较高,时序InSAR相对水准测量具有全天候、全时段及全方位的特性,且具有可回溯性.CNN-GRU-ATT模型在公路边坡形变预测时的最小均方根误差为0.59 mm,最小绝对误差为0.60 mm,优于其他传统预测模型.融合SBAS-InSAR与CNNGRU-ATT模型可提升公路边坡形变特征监测与预测的精确性,有效监测和预测公路边坡的形变. 展开更多
关键词 公路边坡 sbas-insar 门控循环单元 注意力机制 形变预测
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基于SBAS-InSAR技术的富源县后所镇煤矿区沉降分析
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作者 何伟 王瑞雪 +2 位作者 杨彦武 郭忠正 冯一鸣 《工程勘察》 2026年第1期76-82,90,共8页
云南省富源县境内煤炭资源丰富,是重要的煤矿产区。随着采煤活动的不断进行,地下的岩石应力场遭到严重破坏,地面发生大量沉降变形,对周边群众生命及建筑物造成安全威胁。本文采用Sentinel-1A影像升轨数据,运用SBAS-InSAR技术,获取研究... 云南省富源县境内煤炭资源丰富,是重要的煤矿产区。随着采煤活动的不断进行,地下的岩石应力场遭到严重破坏,地面发生大量沉降变形,对周边群众生命及建筑物造成安全威胁。本文采用Sentinel-1A影像升轨数据,运用SBAS-InSAR技术,获取研究区地面沉降范围、速率及沉降过程的连续、定量化信息,分析后所镇地面沉降演化过程及塌陷成因分析。研究区沉降高值区为东北部煤矿区,与野外调查结果吻合,且地面沉降速度和地表范围有加强扩大趋势。本文研究结果可为该区地面塌陷的预防和防治提供定量化的决策信息。 展开更多
关键词 Sentinel-1A sbas-insar 地表形变 地面沉降 矿区
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Microstructural evolution during the progressive transformation-induced plasticity effect in a Fe-0.1C-5Mnmedium manganese steel 被引量:1
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作者 Mei Zhang Wenhao Li +3 位作者 Yangfei Chen Yang Jiang Xiaofei Guo Han Dong 《International Journal of Minerals,Metallurgy and Materials》 SCIE EI CAS 2025年第2期369-379,共11页
The microstructural evolution of a cold-rolled and intercritical annealed medium-Mn steel(Fe-0.10C-5Mn)was investigated during uniaxial tensile testing.In-situ observations under scanning electron microscopy,transmiss... The microstructural evolution of a cold-rolled and intercritical annealed medium-Mn steel(Fe-0.10C-5Mn)was investigated during uniaxial tensile testing.In-situ observations under scanning electron microscopy,transmission electron microscopy,and X-ray diffraction analysis were conducted to characterize the progressive transformation-induced plasticity process and associated fracture initiation mechanisms.These findings were discussed with the local strain measurements via digital image correlation.The results indicated that Lüders band formation in the steel was limited to 1.5%strain,which was mainly due to the early-stage martensitic phase transformation of a very small amount of the less stable large-sized retained austenite(RA),which led to localized stress concentrations and strain hardening and further retardation of yielding.The small-sized RA exhibited high stability and progressively transformed into martensite and contributed to a stably extended Portevin-Le Chatelier effect.The volume fraction of RA gradually decreased from 26.8%to 8.2%prior to fracture.In the late deformation stage,fracture initiation primarily occurred at the austenite/martensite and ferrite/martensite interfaces and the ferrite phase. 展开更多
关键词 medium-Mn steel retained austenite progressive transformation-induced plasticity effect local strain fracture initiation
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贵州思南县滑坡地质灾害的广域SBAS-InSAR识别
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作者 何贵银 梁风 +2 位作者 史文兵 王勇 姚忠劭 《科学技术与工程》 北大核心 2026年第7期2737-2749,共13页
思南县属喀斯特地貌区,受脆弱生态环境和复杂工程地质背景多重因素制约,其滑坡灾害呈现高频次、群发性特征,更为InSAR(interferometric synthetic aperture radar)技术识别滑坡灾害工作带来严峻挑战。为高效、精准识别思南地区潜在滑坡... 思南县属喀斯特地貌区,受脆弱生态环境和复杂工程地质背景多重因素制约,其滑坡灾害呈现高频次、群发性特征,更为InSAR(interferometric synthetic aperture radar)技术识别滑坡灾害工作带来严峻挑战。为高效、精准识别思南地区潜在滑坡灾害,构建了多源遥感协同地面调查分析框架:通过SBAS-InSAR技术,选取思南县2023年1月26日—12月28日22景Sentinel-1升轨影像,并对其进行优化参数的干涉处理,提取研究区毫米级地表形变图,继而融合光学影像解译、圈画疑似滑坡隐患点,统计灾害点地质环境分布特征并进行时序分析。结果表明,思南县潜在滑坡主要分布在高程358~800 m、坡度10°~40°、坡向为北、东南和东北、年降雨量715~800 mm,志留系秀山组地层中,且InSAR识别效果在坡向上具有显著差异;强降雨与滑坡形变曲线存在显著相关性,形变变化滞后于强降雨,同时GNSS(global navigation satellite system)监测数据与InSAR结果基本一致,表明SBAS-InSAR技术适用于该复杂地质环境区。研究结果可对喀斯特发育区的滑坡隐患识别和地表形变监测提供重要参考。 展开更多
关键词 滑坡 sbas-insar 早期识别 时间序列 形变监测
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SBAS-InSAR与CNN-LSTM融合的石墨尾矿坝形变时空耦合分析与动态预警模型
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作者 王跃 李如仁 毕升 《地震工程学报》 北大核心 2026年第2期285-296,共12页
石墨尾矿坝作为高势能堆积体,因石墨尾矿选矿工艺,使颗粒呈双峰结构分布,导致其内部受力情况及失稳机理复杂,滑坡风险高且难以预测。因此,通过短基线集干涉测量(SBAS-InSAR)技术反演石墨尾矿坝表面的时序形变特征,并结合监测数据构建卷... 石墨尾矿坝作为高势能堆积体,因石墨尾矿选矿工艺,使颗粒呈双峰结构分布,导致其内部受力情况及失稳机理复杂,滑坡风险高且难以预测。因此,通过短基线集干涉测量(SBAS-InSAR)技术反演石墨尾矿坝表面的时序形变特征,并结合监测数据构建卷积长短期记忆网络(CNN-LSTM)模型,以预测其形变趋势。首先,利用SBAS-InSAR技术处理2019年12月—2021年12月的60景SAR影像,获取研究区累计形变量和年均形变速率,通过对比现场GNSS同名监测点数据,并结合误差评价指标分析,验证InSAR监测精度;然后,分析降雨量与沉降量的关联特性,得出沉降量与降雨量呈周期性变化特征,揭示尾矿坝形变的内在机理;最后,构建CNN-LSTM模型,引入长短期记忆(LSTM)模型和双向循环神经网络(BiGRU)模型,通过误差指标及损失函数对训练及预测结果进行评价。结果表明:(1)尾矿坝顶部表现为沉降,坡顶点b沉降量为189.74 mm,由顶部外扩展,沉降量呈减小趋势,直至坡脚变为抬升,坡脚处点a、f抬升量分别为13.8 mm、26.8 mm;(2)SBAS-InSAR技术与全球导航卫星系统(GNSS)监测结果最大绝对误差4.67 mm,误差分布均匀,SBAS-InSAR技术对石墨尾矿形变监测满足精度要求;(3)降雨为尾矿坝形变主要影响因素,随石墨尾矿内含水量变化,形变呈周期波动特性;(4)对三种预测模型比较分析,可知CNN-LSTM模型损失函数训练集和测试集的曲线拟合度高,表明训练效果好,揭示了该模型预测石墨尾矿形变结果较优,6个特征点位预测误差指标显示,最大均方根误差小于2.06 mm,平均绝对误差小于1.60 mm,决定系数最大值0.89。因此,文章可为北方地区石墨尾矿灾害监测及预警提供技术支撑。 展开更多
关键词 Sentinel-1A sbas-insar 石墨尾矿库 形变智能识别 CNN-LSTM
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基于SBAS-InSAR和水准数据融合的采动沉陷盆地边界稳健识别方法
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作者 陈元非 王磊 《测绘通报》 北大核心 2026年第2期60-67,共8页
InSAR监测技术难以获取采动沉陷区大变形数据,且在沉陷边界易受干扰而影响边界范围的准确划定。为此,本文引入随机采样一致性(RANSAC)算法,提出了耦合玻尔兹曼(Boltzmann)函数的采动沉陷数据稳健融合方法(BRAN)。通过随机采样SBAS-InSA... InSAR监测技术难以获取采动沉陷区大变形数据,且在沉陷边界易受干扰而影响边界范围的准确划定。为此,本文引入随机采样一致性(RANSAC)算法,提出了耦合玻尔兹曼(Boltzmann)函数的采动沉陷数据稳健融合方法(BRAN)。通过随机采样SBAS-InSAR像素点,以像素内点数量为评价准则,重复反演直至得到内点数量最多的稳健参数解,最后用模型预测值替代异常像素和失相干数据,完成沉降数据稳健融合。模拟试验和淮南朱集东矿案例表明,BRAN方法能够识别并剔除异常像素点的干扰,融合的沉降量相对均方根误差为6.4%,获取的沉陷盆地边界符合采动沉陷特征。该研究成果为矿区多元数据稳健融合提供了新思路,对矿区沉陷灾害的监测和预警具有一定应用价值。 展开更多
关键词 采动沉陷区 沉陷边界 sbas-insar 随机采样一致性 玻尔兹曼
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Progressive failure of frozen sodium sulfate saline sandy soil under uniaxial compression 被引量:1
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作者 Dongyong Wang Bo Shao +2 位作者 Jilin Qi Wenyu Cui Liyun Peng 《Journal of Rock Mechanics and Geotechnical Engineering》 2025年第7期4646-4656,共11页
The progressive failure characteristics of geomaterial are a remarkable and challenging topic in geotechnical engineering.To study the effect of salt content and temperature on the progressive failure characteristics ... The progressive failure characteristics of geomaterial are a remarkable and challenging topic in geotechnical engineering.To study the effect of salt content and temperature on the progressive failure characteristics of frozen sodium sulfate saline sandy soil,a series of uniaxial compression tests were performed by integrating digital image correlation(DIC)technology into the testing apparatus.The evolution law of the uniaxial compression strength(UCS),the failure strain,and the formation of the shear band of the frozen sodium sulfate saline sandy soil were analyzed.The test results show that within the scope of this study,with the increase of salt content,both the UCS and the shear band angle initially decrease with increasing salt content before showing an increase.In contrast,the failure strain and the width of the shear band exhibit an initial increase followed by a decrease in the samples.In addition,to investigate the brittle failure characteristics of frozen sodium sulfate saline sandy soil,two classic brittleness evaluation methods were employed to quantitatively assess the brittleness level for the soil samples.The findings suggest that the failure characteristics under all test conditions in this study belong to the transition stage between brittle and ductile,indicating that frozen sodium sulfate saline sandy soil exhibits certain brittle behavior under uniaxial compression conditions,and the brittleness index basically decreases and then increases with the rise in salt content. 展开更多
关键词 Frozen sodium sulfate saline sandy soil Uniaxial compression test Digital image correlation progressive failure Brittleness index
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基于SBAS-InSAR与PSO-LSTM的露天矿地表形变预测方法
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作者 郑俊析 杨飞 +3 位作者 王浩宇 杨志勇 李军 胡桂林 《金属矿山》 北大核心 2026年第2期259-268,共10页
对露天矿地表形变的特征和趋势进行分析和预测,是保障矿山绿色安全生产的重要环节。面向特大型露天矿,以新疆将军戈壁二号露天矿为例,基于SBAS-InSAR方法和粒子群优化算法的长短期记忆网络(PSO-LSTM)模型,提出了一种露天矿地表形变分析... 对露天矿地表形变的特征和趋势进行分析和预测,是保障矿山绿色安全生产的重要环节。面向特大型露天矿,以新疆将军戈壁二号露天矿为例,基于SBAS-InSAR方法和粒子群优化算法的长短期记忆网络(PSO-LSTM)模型,提出了一种露天矿地表形变分析与预测方法。该方法首先通过SBAS-InSAR方法计算了该矿地表形变,在此基础上针对当前水准测量、GNSS等形变监测方式在特大型露天矿存在的效率较低、空间覆盖范围有限等问题,采用粒子群优化算法(Genetic Algorithm Optimization,PSO)优化长短期记忆模型(Long Short-term Memory,LSTM),构建了PSO-LSTM模型进行形变预测。研究表明:(1)矿区整体平均形变速率为-2.832 mm/a,整体呈下沉趋势,其中内排土场地表形变速率明显高于其他区域;空间上,内排土场、东排土场分布较为均匀;时间上,东排土场和北排土场形变速率较低,速率大小较为恒定。(2)通过剖面线可以发现,北排土场空间形变分布呈现非均匀性,东排土场则表现出相对均衡的形变特征。采用均方根误差(Root Mean Square Error,RMSE)和平均绝对误差(Mean Absolute Error,MAE)、平均绝对百分比误差(Mean Absolute Percentage Error,MAPE)和决定系数(R2)作为预测精度的评价指标。结果显示:相对于支持向量回归模型(Support Vector Regression,SVR)和LSTM模型,PSO-LSTM模型的RMSE和MAE至少降低了16%和30%,PSO-LSTM模型稳定性更好、偏差更小,反映出该模型能够有效捕捉采区地表形变的波动趋势,并且具有一定的稳定性。研究成果为露天矿地表形变分析与预警提供了新思路,对于特大型露天矿地表形变监测与预测有一定的参考意义。 展开更多
关键词 露天矿 sbas-insar方法 形变预测 PSO-LSTM模型 粒子群优化算法 长短期记忆模型
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基于SBAS-InSAR的兖州矿区沉陷监测与分析
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作者 吴建林 李晶 +1 位作者 唐伟 闫星光 《测绘与空间地理信息》 2026年第3期37-39,43,共4页
位于全国八大煤炭生产基地之一的兖州矿区自1976年以来进行了大规模开采,开采活动为当地带来不小的经济效益的同时也带来了严重的沉陷问题。本文利用自2017年5月到2022年6月的Sentinel-1A影像,基于小基线集雷达干涉测量技术(SBAS-InSAR... 位于全国八大煤炭生产基地之一的兖州矿区自1976年以来进行了大规模开采,开采活动为当地带来不小的经济效益的同时也带来了严重的沉陷问题。本文利用自2017年5月到2022年6月的Sentinel-1A影像,基于小基线集雷达干涉测量技术(SBAS-InSAR)进行处理,获取目标地区沉陷情况,提取沉陷严重区域并对沉陷情况进行时序分析。研究表明,研究区域内地表形变分布并不均匀,地表沉陷主要分布于矿区中部、北部,矿区南部则以抬升为主,主要沉陷发展时间集中在2018年。本研究对兖州矿区地表沉陷情况进行了有效监测,可为当地政府相关决策提供数据支撑。 展开更多
关键词 sbas-insar Sentinel-1A 沉陷 兖州
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大连金州湾机场SBAS-InSAR沉降监测与多向LSTM堆叠模型点—面沉降预测
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作者 马悦晨 史先琳 +3 位作者 彭扬锐 贺蕾 向建明 戴可人 《测绘》 2026年第1期35-41,共7页
针对填海机场长期沉降预测难题,本研究以大连金州湾国际机场为对象,提出一种融合小基线集干涉测量(SBAS-InSAR)与多向长短期记忆网络堆叠(LSTM-SP)的高精度预测方法。利用SBAS-InSAR技术获取机场长时序沉降数据,将沉降量分解为趋势项、... 针对填海机场长期沉降预测难题,本研究以大连金州湾国际机场为对象,提出一种融合小基线集干涉测量(SBAS-InSAR)与多向长短期记忆网络堆叠(LSTM-SP)的高精度预测方法。利用SBAS-InSAR技术获取机场长时序沉降数据,将沉降量分解为趋势项、季节项和残差项,分别采用单、双向LSTM和堆叠模型进行分量预测,最后通过重组实现沉降趋势预测。实验表明,机场跑道与航站楼区域沉降显著,8个特征点上的均方误差(MSE)和平均绝对误差(MAE)均小于1 mm,决定系数(R^(2))高于0.985;在两个面域的测试集中,MSE与MAE均小于2 mm,R^(2)大于0.975,平均相对误差(MRE)低于1.5%。结果验证了模型具有优异的预测精度,可为填海机场的沉降安全运维与灾害预警提供可靠的技术支持。 展开更多
关键词 sbas-insar 多向LSTM 沉降预测 填海机场
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基于SBAS-InSAR的高寒矿区排土场沉降监测与分析
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作者 李亚磊 宫传刚 +1 位作者 张浩 刘余娜 《煤炭技术》 2026年第2期48-53,共6页
高寒矿区排土场受复杂气候与地质条件影响,地质灾害隐患日益显著,对生态安全与矿业可持续发展构成严重威胁。传统监测手段在高寒恶劣环境下存在成本高、覆盖范围有限等不足。针对该问题,基于60景Sentinel-1B卫星数据,采用短基线集干涉... 高寒矿区排土场受复杂气候与地质条件影响,地质灾害隐患日益显著,对生态安全与矿业可持续发展构成严重威胁。传统监测手段在高寒恶劣环境下存在成本高、覆盖范围有限等不足。针对该问题,基于60景Sentinel-1B卫星数据,采用短基线集干涉合成孔径雷达(SBASInSAR)技术,在2019-01-04—2021-12-19,对内蒙古宝日希勒露天煤矿排土场的地表形变特征进行监测分析。结合气象数据、无人机遥感数据、地质条件等信息分析形变结果。结果表明:研究区存在显著非均匀形变,年均形变速率-80.81~+16.57 mm/a,累积形变量为246.1 mm,沉降严重的区域集中,分布于排土场顶部的斜坡边缘,降水、冻融循环是导致形变加剧的主要因素。 展开更多
关键词 高寒矿区 排土场 sbas-insar 形变分析 冻融循环
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A New Extension Odd Generalized Exponential Model Using Type-Ⅱ Progressive Censoring and Its Applications in Engineering and Medicine
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作者 Zohra A.Esaadi Rabab S.Gomaa +2 位作者 Beih S.El-Desouky Ehab M.Almetwally Alia M.Magar 《Computer Modeling in Engineering & Sciences》 2025年第8期2063-2097,共35页
A new extended distribution called the Odd Exponential Generalized Exponential-Exponential distribution(EOEGE-E)is proposed based on generalization of the odd generalized exponential family(OEGE-E).The statistical pro... A new extended distribution called the Odd Exponential Generalized Exponential-Exponential distribution(EOEGE-E)is proposed based on generalization of the odd generalized exponential family(OEGE-E).The statistical properties of the proposed distribution are derived.The study evaluates the accuracy of six estimation methods under complete samples.Estimation techniques include maximumlikelihood,ordinary least squares,weighted least squares,maximumproduct of spacing,Cramer vonMises,and Anderson-Darling methods.Twomethods of estimation for the involved parameters are considered based on progressively type Ⅱ censored data(PTⅡC).These methods are maximum likelihood and maximum product of spacing.The proposed distribution’s effectiveness was evaluated using different data sets from various fields.The proposed distribution provides a better fit for these datasets than existing probability distributions. 展开更多
关键词 Odd generalized exponential distribution likelihood and product of spacing progressive censoring progressive typeⅡcensoring
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Dietary supplementation with pterostilbene activates the PI3K‑AKT‑mTOR signalling pathway to alleviate progressive oxidative stress and promote placental nutrient transport
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作者 Mingming Cao Liyun Bai +4 位作者 Haoyun Wei Yantong Guo Guodong Sun Haoyang Sun Baoming Shi 《Journal of Animal Science and Biotechnology》 2025年第1期388-407,共20页
Background Progressive oxidative stress easily occurs as a result of a gradual increase in the intensity of maternal metabolism due to rapid foetal development and increased intensity of lactation.However,studies on t... Background Progressive oxidative stress easily occurs as a result of a gradual increase in the intensity of maternal metabolism due to rapid foetal development and increased intensity of lactation.However,studies on the effects of processive oxidative stress on nutrient transport in the placenta have received little attention.The present study was conducted on sows at 85 days of gestation to study the effects of pterostilbene(PTE)on maternal oxidative stress status and placental nutrient transport.Results PTE increased the antioxidant capacity and immunoglobulin content in mothers’blood and milk,reduced the level of inflammatory factors,and improved the nutrient content of milk.PTE also reduced sow backfat loss and the number of weak sons,and increased piglet weaning weight and total weaning litter weight.We subsequently found that PTE enhanced placental glucose and fatty acid transport and further affected glycolipid metabolism by increasing the expression of LAL,PYGM,and Gbe-1,which activated the PI3K phosphorylation pathway.Moreover,PTE addition altered the relative abundance of the Firmicutes,Proteobacteria,Parabacillus,and Bacteroidetes-like RF16 groups in sow faeces.PTE increased the levels of acetate,propionate,butyrate and isovalerate in the faeces.Conclusions These findings reveal that the addition of PTE during pregnancy and lactation mitigates the effects of processive oxidative stress on offspring development by altering maternal microbial and placental nutrient trans-port capacity. 展开更多
关键词 Nutrient transporters PLACENTA progressive oxidative stress PTEROSTILBENE SOWS
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Meso-progressive failure and damage constitutive model of fractured sandstone under uniaxial loading-unloading in freeze-thaw environments
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作者 Hao Tan Yongjun Song +1 位作者 Huimin Yang Yongxin Che 《Journal of Rock Mechanics and Geotechnical Engineering》 2025年第12期7950-7965,共16页
High-altitude cold regions exhibit complex geological and environmental conditions,fostering steep rock slopes with macroscopic joints and mesoscopic freeze-thaw(F-T)damage.Cyclic loading further exacerbates rock inst... High-altitude cold regions exhibit complex geological and environmental conditions,fostering steep rock slopes with macroscopic joints and mesoscopic freeze-thaw(F-T)damage.Cyclic loading further exacerbates rock instability,yet the fracture mechanisms and load response relationships remain poorly understood.This study prepared intact and fractured sandstone specimens,subjected them to F-T cycles and graded loading-unloading,and monitored their structural evolution via X-ray computed tomography.First,the progressive failure process was investigated from both qualitative morphologic features and quantitative void parameters.The results showed that intact and fractured sandstone instability behaviors are determined by F-T damage and joint arrangement,respectively.However,both indicate that precursory localization of failure can only be detected when heterogeneous damage exists in advance.Furthermore,the void parameters of undamaged intact sandstone exhibit power-law acceleration,while damaged sandstones are characterized by a trend of initial decrease followed by an increase.Subsequently,a damage constitutive model for freeze-thawed fractured sandstone under graded loading-unloading was established.This model is based on the Lemaitre strain equivalence hypothesis and defines the coupled damage variable through multivariable indicators.In this framework,the material damage induced by fractures and F-T is unified and characterized by void parameters;while the load-induced damage is integrated with the energy linear allocation law and defined by damage energy.Thus,the stress-strain theoretical relationship is depicted,and the model is validated as reliable.Finally,a conceptual model of rock damage due to F-T and loading-unloading was proposed by combining the microscopic testing results from X-ray diffraction and scanning electron microscopy. 展开更多
关键词 Fractured sandstone FREEZE-THAW Loading-unloading progressive failure Damage constitutive model
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