摘要
边坡稳定性分析是土木工程领域中的关键环节,岩土勘察数据的可靠性直接影响分析结果的准确性与可靠性。在工程项目的安全性、设计精度以及施工质量中,数据的准确性起着决定性作用。然而,在岩土勘察的过程中,数据质量常常受到多种因素的制约。尽管科技进步带来了更精确的勘察技术,但数据的不确定性依然存在较大挑战。文章探讨影响岩土勘察数据可靠性的主要因素,分析现有的可靠性评估方法,并提出相应的改进措施,从而为边坡稳定性分析提供更为精确的支撑,确保工程的安全性与可行性。
Slope stability analysis is a key link in the field of civil engineering,and the reliability of geotechnical investigation data directly affects the accuracy and reliability of analysis results.The accuracy of data plays a decisive role in the safety,design precision,and construction quality of engineering projects.However,in the process of geotechnical investigation,data quality is often constrained by various factors.Although technological advancements have brought about more precise surveying techniques,the uncertainty of data still poses significant challenges.The article explores the main factors affecting the reliability of geotechnical investigation data,analyzes existing reliability assessment methods,and proposes corresponding improvement measures to provide more accurate support for slope stability analysis,ensuring the safety and feasibility of the project.
作者
杨疆东
YANG Jiangdong(Wujiaqu Sixth Agricultural Division Survey,Design and Research Co.,Ltd.,Wujiaqu,Xinjiang,831300,China)
出处
《智能城市应用》
2025年第1期119-122,共4页
Smart City Application
关键词
边坡稳定性分析
岩土勘察数据
可靠性分析
数据质量
误差控制
slope stability analysis
geotechnical survey data
reliability analysis
data quality
error control
作者简介
杨疆东(1990.4-),毕业院校:西安理工大学,专业:水文与水资源工程,当前就职单位名称:五家渠农六师勘测设计研究有限责任公司,现职称:中级。
