岩土力学
巖土力學
암토역학
Rock and Soil Mechanics
2015年
11期
3201-3209
,共9页
徐长节%王伊丽%徐芫蕾%王金昌
徐長節%王伊麗%徐芫蕾%王金昌
서장절%왕이려%서원뢰%왕금창
基坑开挖%已建隧道%新建工程%数值分析%规范角点法
基坑開挖%已建隧道%新建工程%數值分析%規範角點法
기갱개알%이건수도%신건공정%수치분석%규범각점법
foundation pit excavation%built tunnel%new engineering%numerical analysis%specification corner-points method
随着城市建设的发展,地面工程和地下工程交叉建设的情况越来越多,新建工程对既有建筑产生影响的情况不可避免。因此,在保证既有工程结构安全的前提下建设新的工程已成为众多学者关注的重要问题之一。针对某已建隧道上方工程建设,分别采用Abaqus有限元数值模拟分析法和简化的规范角点法进行对比分析,评价隧道上方工程的基坑开挖及后续的结构施工对既建下卧公路隧道的影响。实施过程中的现场监测数据表明数值分析法和传统的土力学理论法在此类施工边界清晰、荷载施加明确的工程中的有效性并保障了工程的安全。研究还表明,二维分析模型不仅分析计算工作量相对较小,相较于考虑三维的实际工程安全性更有保障。本工程的成功经验可为类似工程的设计和施工提供有益的工程参考和借鉴。
隨著城市建設的髮展,地麵工程和地下工程交扠建設的情況越來越多,新建工程對既有建築產生影響的情況不可避免。因此,在保證既有工程結構安全的前提下建設新的工程已成為衆多學者關註的重要問題之一。針對某已建隧道上方工程建設,分彆採用Abaqus有限元數值模擬分析法和簡化的規範角點法進行對比分析,評價隧道上方工程的基坑開挖及後續的結構施工對既建下臥公路隧道的影響。實施過程中的現場鑑測數據錶明數值分析法和傳統的土力學理論法在此類施工邊界清晰、荷載施加明確的工程中的有效性併保障瞭工程的安全。研究還錶明,二維分析模型不僅分析計算工作量相對較小,相較于攷慮三維的實際工程安全性更有保障。本工程的成功經驗可為類似工程的設計和施工提供有益的工程參攷和藉鑒。
수착성시건설적발전,지면공정화지하공정교차건설적정황월래월다,신건공정대기유건축산생영향적정황불가피면。인차,재보증기유공정결구안전적전제하건설신적공정이성위음다학자관주적중요문제지일。침대모이건수도상방공정건설,분별채용Abaqus유한원수치모의분석법화간화적규범각점법진행대비분석,평개수도상방공정적기갱개알급후속적결구시공대기건하와공로수도적영향。실시과정중적현장감측수거표명수치분석법화전통적토역학이론법재차류시공변계청석、하재시가명학적공정중적유효성병보장료공정적안전。연구환표명,이유분석모형불부분석계산공작량상대교소,상교우고필삼유적실제공정안전성경유보장。본공정적성공경험가위유사공정적설계화시공제공유익적공정삼고화차감。
With the development of city construction, it is common to see more and more cross construction phenomena of the ground engineering and the underground engineering, which unavoidably contributes to the effect of the new construction on the existing construction. Therefore, on the premise of ensuring the safety of the existing construction, how to construct new projects has become one of the important issues for numerous scholars. In this paper, the finite element numerical simulation analysis method of ABAQUS and the simplified specification corner-points method are applied to analyze comparatively an engineering construction adjacent to the existing underlying tunnel. On this basis, the effects of the pit excavation and its subsequent construction on the underlying existing tunnel are evaluated. The field monitoring data demonstrate that the two methods, i.e. the numerical analysis method and the traditional theory of soil mechanics method, are coincidently available in such engineering construction which has clear boundary and explicit load and can secure engineering. The research also shows that the two-dimensional analysis model not only has the smaller calculation workload, but also has more security compared with a three-dimensional model considering practical engineering conditions.