<?xml version="1.1" encoding="utf-8"?>
<article xsi:noNamespaceSchemaLocation="http://jats.nlm.nih.gov/publishing/1.1/xsd/JATS-journalpublishing1-mathml3.xsd" dtd-version="1.1" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance"><front><journal-meta><journal-id journal-id-type="publisher-id">ME</journal-id><journal-title-group><journal-title>Modern Engineering</journal-title></journal-title-group><issn>2996-6973</issn><eissn>2996-6981</eissn><publisher><publisher-name>Art and Design</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.61369/ME.9823</article-id><article-categories><subj-group subj-group-type="heading"><subject>Article</subject></subj-group></article-categories><title>基于地表岩移监测数据的岩体力学参数标定方法研究</title><url>https://artdesignp.com/journal/ME/1/4/10.61369/ME.9823</url><author>李冲,骆贞江,纪海玉,杨新锋,宋震</author><pub-date pub-type="publication-year"><year>2024</year></pub-date><volume>1</volume><issue>4</issue><history><date date-type="pub"><published-time>2024-06-20</published-time></date></history><abstract>本文提出了一种基于地表岩移监测数据的岩体力学参数标定方法，并通过数值模拟进行验证。通过对井下矿石开采过程中不同时期的地表岩移监测数据进行分析，利用有限元分析模型对岩体力学参数进行了标定。研究结果表明，该方法能够有效提高岩体力学参数的准确性，并对矿山稳定性评估提供可靠支持。</abstract><keywords>岩体力学参数,地表岩移监测,数值模拟</keywords></article-meta></front><body/><back><ref-list><ref id="B1" content-type="article"><label>1</label><element-citation publication-type="journal"><p>[1] W.F. Chen and E. Mizuno, Nonlinear Analysis in Soil Mechanics: Theory and Implementation (Developments in Geotechnical Engineering), 3rd ed., Elsevier Science, 1990.[2] A.J. Abbo and S.W. Sloan, &amp;ldquo;A Smooth Hyperbolic Approximation to the Mohr-Coulomb Yield Criterion,&amp;rdquo; Computers and Structures, vol. 54, no. 3, pp. 427&amp;ndash;441, 1995.[3] D. Drucker and W. Prager, &amp;ldquo;Soil Mechanics and Plastic Analysis or Limit Design,&amp;rdquo; Quarterly of Applied Mathematics, vol. 10, no. 2, pp. 157&amp;ndash;165. 1952.[4] D. Potts and L. Zdravkovic, Finite Element Analysis in Geotechnical Engineering, Thomas Telford Publishing, 2001.[5] H.F. Schweiger, Benchmarking in Geotechnics 1. Technical Report CGG IR006 2002, Institute for Soil Mechanics and Foundation Engineering, Graz University of Technology, Austria.[6] H. Schweiger, Results from Numerical Benchmark Exercises in Geotechnics, Proc. 5th European Conference on Numerical Methods in Geotechnical Engineering, pp. 305&amp;ndash;314, 2002.[7] 崔轩，杨胜利．地下开采诱发的地表岩移演化规律及稳定性分析［J］．矿业研究与开发，2023,43(08):78-83.DOI:10.13827/j.cnki.kyyk.2023.08.027.[8] 王荣军．北洺河铁矿地表岩移特性与控制技术［J］．黄金，2022,43(12):39-43.[9] 赵淑霞．段村- 雷沟矿区地表岩移监测技术研究［J］．中国矿业，2015,24(S1):403-405.[10] 陈小康，王雷鸣．基于数值模拟的深井开采地表岩移范围圈定［J］．有色冶金设计与研究，2023,44(06):1-4.</p><pub-id pub-id-type="doi"/></element-citation></ref></ref-list></back></article>
