岩溶地区桩基施工风险与应对措施


摘  要

本文首先概述了岩溶地区的地质特征,明确了岩溶地区的定义,并深入探讨了其独特的地质结构,包括岩石类型、岩溶作用过程及由此形成的地貌特征。岩溶地貌以溶洞、溶沟、石芽等为主要标志,展现了地下水与可溶性岩石长期相互作用的结果。随后,文章聚焦于岩溶地区桩基施工的风险识别方法,强调了地质勘察在揭示地下溶洞、裂隙等复杂地质条件中的关键作用。风险评估则通过量化分析,评估施工过程中可能遇到的各种风险及其潜在影响。施工过程监控作为风险管理的重要环节,通过实时监测施工参数和地质变化,确保施工安全与质量。在风险分析部分,文章详细剖析了岩溶地区桩基施工面临的五大技术难题:泥浆护壁困难、成孔质量控制、裂隙的不可预见性、地下水位的动态变化以及地质条件的复杂多变。这些风险因素均对施工安全、效率和质量构成显著挑战。文章提出了针对性的应对措施,包括引进先进技术以提高泥浆性能和采用隔孔施工方法,加强裂隙发育规律的研究以提高预测准确性,实时监测地下水位以应对其动态变化,以及进行综合地质勘察以全面了解地质条件。这些措施的实施将有助于降低岩溶地区桩基施工的风险,保障施工顺利进行。 

关键词:岩溶地区;施工风险;地质特征 

Abstract

This paper first summarizes the geological characteristics of karst area, clarifies the definition of karst area, and discusses its unique geological structure, including rock type, karst process and the resulting geomorphological characteristics. The karst landform is mainly marked by karst cave, dissolved ditch and stone bud, showing the results of the long-term interaction between groundwater and soluble rocks. Subsequently, the paper focuses on the risk identification method of pile foundation construction in karst areas, and emphasizes the key role of geological investigation in revealing the complex geological conditions such as underground karst caves and fissures. Risk assessment evaluates the various risks and potential impacts that may be encountered in the construction process through quantitative analysis. As an important link of risk management, construction process monitoring ensures construction safety and quality through real-time monitoring of construction parameters and geological changes. In the risk analysis section, this paper analyzes in detail the five technical problems of pile foundation construction in karst areas: the difficulty in mud wall protection, the quality control of hole formation, the unpredictability of cracks, the dynamic change of groundwater level and the complex and changeable geological conditions. These risk factors all pose significant challenges to construction safety, efficiency, and quality. The paper puts forward targeted countermeasures, including the introduction of advanced technology to improve the mud performance and the use of hole construction method, strengthening the study of fissure development law to improve the prediction accuracy, real-time monitoring of groundwater level to cope with its dynamic changes, and comprehensive geological survey to fully understand the geological conditions. The implementation of these measures will help to reduce the risk of pile foundation construction in karst areas and ensure the smooth construction.   

Keywords:Karst areas; Construction risk; Geological characteristics  
目  录
引  言 1
第一章 岩溶地区地质特征概述 3
1.1 岩溶地区定义 3
1.2 岩溶地区地质结构 3
1.3 岩溶地貌的主要特征 4
第二章 岩溶地区桩基施工风险识别方法 5
2.1 地质勘察 5
2.2 风险评估 5
2.3 施工过程监控 6
第三章 岩溶地区桩基施工风险分析 7
3.1 泥浆护壁困难 7
3.2 成孔质量控制 7
3.3 裂隙的不可预见性 8
3.4 地下水位的动态变化 8
3.5 地质条件复杂多变 9
第四章 岩溶地区桩基施工风险的应对措施 10
4.1 提高泥浆性能 10
4.2 采用隔孔施工 10
4.3 加强裂隙发育规律研究 11
4.4 实时监测地下水位 11
4.5 综合勘察地质条件 12
结  论 13
参考文献 14
致  谢 15

 

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