<?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">ERA</journal-id><journal-title-group><journal-title>Engineering Research and Application</journal-title></journal-title-group><issn>2995-3154</issn><eissn>2993-2742</eissn><publisher><publisher-name>Art and Design</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.61369/ERA.2183</article-id><article-categories><subj-group subj-group-type="heading"><subject>Article</subject></subj-group></article-categories><title>高陡岩质边坡地质灾害勘查设计策略</title><url>https://artdesignp.com/journal/ERA/1/5/10.61369/ERA.2183</url><author>朱焕</author><pub-date pub-type="publication-year"><year>2023</year></pub-date><volume>1</volume><issue>5</issue><history><date date-type="pub"><published-time>2023-10-20</published-time></date></history><abstract>高陡坡边坡相对较高，大多由岩石组成，岩石之间缝隙较大，可能受到自然或人为因素影响出现地质灾害。因此需要由勘测人员对地质灾害展开勘查设计，对边坡安全隐患全面分析，制定防范措施。下文简要论述高陡岩质边坡内涵，并对其危害进行分析，并对勘查设计要点和具体方式详细说明，以供参考。</abstract><keywords>高陡岩质边坡,地质灾害,勘查设计</keywords></article-meta></front><body/><back><ref-list><ref id="B1" content-type="article"><label>1</label><element-citation publication-type="journal"><p>[1] 王兴亮．高陡岩质边坡地质灾害的勘查设计方法［J］．四川建材，2023, 49(3):36-38.[2] 王智．地灾治理中岩质高边坡的稳定性研究［J］．科技创新导报，2022, 19(23):123-126.[3] 吴君平，叶小兵，王士友，杨黎萌．高陡岩质边坡地质灾害勘查研究［J］．有色金属文摘，2018,033(005):163-164.[4] 唐定洪．高陡岩质边坡地质灾害勘查设计探讨［J］．名城绘，2020, 000(005):11-12.[5] 肖祖未．高陡岩质边坡地质灾害勘查新技术新方法［J］．生态环境与保护，2020, 3(8):31-32.</p><pub-id pub-id-type="doi"/></element-citation></ref></ref-list></back></article>
