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Updated: Jan 15, 2026

Visualization of Failure and the Associated Grain-Scale Mechanical Behavior of Granular Soils under Shear using Synchrotron X-Ray Micro-Tomography
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Visualization of Failure and the Associated Grain-Scale Mechanical Behavior of Granular Soils under Shear using Synchrotron X-Ray Micro-Tomography

Published on: September 29, 2019

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通过新的联合微重力和地质技术方法,为城市基础设施弹性建模地下不稳定性

Andy Anderson Bery1, Joseph Gnapragasan2, Adedibu Sunny Akingboye3,4

  • 1Geophysics Programme, School of Physics, Universiti Sains Malaysia, 11800 USM, Penang, Malaysia.

Scientific reports
|October 15, 2025
PubMed
概括

这项研究引入了一种新的微重力地质技术方法,用于绘制城市地区复杂的地下地质. 该方法可以识别不稳定的地面条件,这对于安全的基础设施基础设计和防止结构故障至关重要.

关键词:
基础设施的不稳定性微重力地研究马来西亚石油公司 Petaling Malaysia岩石质量指标 (RQD) 是指岩石质量的指标.标准透测试 (SPT-N) 是一个标准的透测试.地下表面的重力异常.

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