论文标题
深度学习框架,用于使用卫星InsAR数据在建筑环境中检测地面变形
Deep Learning Framework for Detecting Ground Deformation in the Built Environment using Satellite InSAR data
论文作者
论文摘要
在欧洲生产的大量Sentinel-1数据被用于开发泛土地地面运动服务。但是,诸如阈值之类的简单分析技术无法检测和分类复杂的变形信号,可可靠地使为广泛的非专家利益相关者提供可用信息成为挑战。在这里,我们通过调整预先训练的卷积神经网络(CNN)来检测国家规模速度领域的变形来探索深度学习方法的适用性。对于我们的概念验证,我们专注于英国,那里先前确定的变形与煤炭开采,地下水,滑坡和隧道相关。测量点的稀疏性和尖峰噪声的存在使这是深度学习网络的挑战性应用,这涉及计算图像之间的空间卷积。此外,存在不足的地面真相数据以构建平衡的训练数据集,并且比以前的应用程序更慢,局部更稳定。我们提出了三种增强方法来解决这些问题:i)基于实际英国速度图的特征和iii)的合成训练数据集,以及III)增强了过度编织技术。我们的框架使用了跨越2015 - 2019年的速度图,检测到煤矿沉降的几个区域,由于脱水,板岩采石场,滑坡和隧道工程工程而升高。结果证明了所提出的框架对自动地面运动分析系统的开发的潜在适用性。
The large volumes of Sentinel-1 data produced over Europe are being used to develop pan-national ground motion services. However, simple analysis techniques like thresholding cannot detect and classify complex deformation signals reliably making providing usable information to a broad range of non-expert stakeholders a challenge. Here we explore the applicability of deep learning approaches by adapting a pre-trained convolutional neural network (CNN) to detect deformation in a national-scale velocity field. For our proof-of-concept, we focus on the UK where previously identified deformation is associated with coal-mining, ground water withdrawal, landslides and tunnelling. The sparsity of measurement points and the presence of spike noise make this a challenging application for deep learning networks, which involve calculations of the spatial convolution between images. Moreover, insufficient ground truth data exists to construct a balanced training data set, and the deformation signals are slower and more localised than in previous applications. We propose three enhancement methods to tackle these problems: i) spatial interpolation with modified matrix completion, ii) a synthetic training dataset based on the characteristics of real UK velocity map, and iii) enhanced over-wrapping techniques. Using velocity maps spanning 2015-2019, our framework detects several areas of coal mining subsidence, uplift due to dewatering, slate quarries, landslides and tunnel engineering works. The results demonstrate the potential applicability of the proposed framework to the development of automated ground motion analysis systems.