Analysis of nonlinear elastic spatiotemporal characteristics of the shallow subsurface

IF 6.7 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Tunnelling and Underground Space Technology Pub Date : 2024-11-12 DOI:10.1016/j.tust.2024.106213
Qian Liu , Xuan Feng , Bingrui Chen , Michael Fehler , Enhedelihai Nilot
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Abstract

During and after the destruction of underground structures, the elastic properties of subsurface rocks may undergo significant changes. Monitoring and detecting these subtle changes in elastic properties require techniques with high precision and high spatiotemporal resolution, which are challenging to achieve with conventional geophysical methods. Although nonlinear elastic characteristics have been used in seismic monitoring of faults and volcanoes, monitoring on fine spatiotemporal scales remains difficult. In this study, we developed a new technique to simultaneously monitor the nonlinear elastic properties of near-surface structures from both temporal and spatial perspectives by recording continuous seismic noise. We conducted a four-day continuous environmental noise monitoring campaign along a dense seismic array in Singapore. During the monitoring period, rock mass damage occurred along the measurement line. Using an approach analogous to “pump-probe” techniques, we analyzed the changes in nonlinear elastic properties during the local damage process at high spatiotemporal resolution. The results indicate that local damage can influence the nonlinear elastic behavior across the entire array. However, there are significant differences between the undamaged and damaged areas, as well as across different stages of damage. These observations and insights can provide timely warnings of minor changes in urban underground spaces, helping to prevent more significant damage and allowing for the implementation of effective, targeted measures. Moreover, this technique can accurately detect existing underground collapses and anomalous geological structures, which has important engineering implications for the detection of urban subsidence and the exploration of underground cavities in mining areas. It can play a crucial role in monitoring urban underground structural changes and providing early warnings of natural disasters areas.
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浅层地下非线性弹性时空特性分析
在地下结构遭到破坏期间和之后,地下岩石的弹性特性可能会发生重大变化。监测和探测弹性特性的这些微妙变化需要高精度和高时空分辨率的技术,而传统地球物理方法很难实现这一点。虽然非线性弹性特性已被用于断层和火山的地震监测,但在精细时空尺度上的监测仍然困难重重。在这项研究中,我们开发了一种新技术,通过记录连续地震噪声,从时间和空间两个角度同时监测近地表结构的非线性弹性特性。我们沿着新加坡的密集地震阵列进行了为期四天的连续环境噪声监测活动。在监测期间,测线沿线发生了岩体破坏。我们采用类似于 "泵探针 "技术的方法,以高时空分辨率分析了局部损伤过程中非线性弹性特性的变化。结果表明,局部损伤会影响整个阵列的非线性弹性行为。然而,未损坏区域和损坏区域之间以及不同损坏阶段之间存在显著差异。这些观测结果和见解可以及时预警城市地下空间的微小变化,有助于防止更严重的损坏,并实施有效的、有针对性的措施。此外,该技术还能准确探测现有的地下塌陷和异常地质结构,这对探测城市下沉和勘探矿区地下空洞具有重要的工程意义。它可以在监测城市地下结构变化和提供自然灾害区域预警方面发挥重要作用。
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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