复杂环境下车站深基坑施工监测与风险管理研究
                    
                    作者简介:
李嘉俊,工程师,E-mail: 292623992@ qq. com
                    作者单位:
1.陕西省建筑科学研究院有限公司,陕西西安 710082;2.陕西建科建设特种工程有限公司,陕西西安 710082
                    基金项目:
∗陕西省省级国有资本经营预算科技创新专项资金项目( ZXZJ-2024-015);陕西省重点研发计划专项(2022LL-JB-10)
                    摘要:
为解决复杂地质条件下深基坑施工过程中因地质不均、地下水渗流及外部荷载作用而引发的结构失稳等问题,提出了一种现场实测、数值模拟与数据分析相结合的深基坑多维监测与动态风险管理体系,对基坑水平位移、地表沉降、支撑内力及地下水位等关键参数进行实时采集与动态评估,并建立基于监测数据的分级预警与应急响应机制。结果表明,该体系能在一定程度上反映基坑变形发展趋势及潜在风险特征,通过动态调整支护措施和施工工序,可有效降低变形速率和沉降量,保证基坑整体稳定,实现深基坑施工安全、高效、可控。
                    
                    
                    
English:
To address structural instability caused by geological heterogeneity, groundwater seepage, andexternal loading during deep foundation excavation construction in complex geological conditions, thispaper proposes a multidimensional monitoring and dynamic risk management system. The systemintegrates field measurements, numerical simulation, and data analysis, and incorporates a tiered earlywarning and emergency response mechanism based on real-time monitoring data. Key parametersmonitored include foundation excavation displacement, ground surface settlement, support internalforces, and groundwater levels. The results show that the proposed system can capture the developmenttrends of foundation excavation deformation and potential risk characteristics. By dynamically adjustingsupport measures and construction sequences, the system reduces deformation rates and settlement,thereby enhancing foundation excavation stability and realizing the safe, efficient and controllableconstruction of the deep foundation excavation.