水文地质工程地质
水文地質工程地質
수문지질공정지질
HYDROGEOLOGY AND ENGINEERING GEOLOGY
2009年
6期
94-98
,共5页
高应力岩体%动力扰动%数值模拟%结果分析
高應力巖體%動力擾動%數值模擬%結果分析
고응력암체%동력우동%수치모의%결과분석
high stress rock mass%dynamic disturbance%numerical simulation%results analysis
地下硐室开挖过程中,应力波对硐室周围围岩位移及其应力应变变化规律起着十分重要的作用,准确分析应力波对硐室围岩的影响规律,不仅可以作为检验施工设计的依据,而且可以预测预报围岩的稳定性和调整开挖方式、支护设计等,从而合理地指导施工.利用三维快速拉格郎日法(Flac~(3D)有限元分析程序),以冬瓜山铜矿某破碎硐室为实例,在硐室围岩模型的上边界施加动力载荷,以模拟外界动力扰动对硐室围岩稳定性的影响,再通过加载峰值,来考察动载强度对硐室围岩的影响,得出了硐室围岩在不同时刻的应力和塑性区分布情况.研究表明:当扰动应力波来自硐室围岩竖直方向时,其对硐室拱顶和底板围岩的稳定性影响较大;当扰动应力波来自硐室围岩水平方向时,其对硐室侧壁围岩的稳定性影响较大.
地下硐室開挖過程中,應力波對硐室週圍圍巖位移及其應力應變變化規律起著十分重要的作用,準確分析應力波對硐室圍巖的影響規律,不僅可以作為檢驗施工設計的依據,而且可以預測預報圍巖的穩定性和調整開挖方式、支護設計等,從而閤理地指導施工.利用三維快速拉格郎日法(Flac~(3D)有限元分析程序),以鼕瓜山銅礦某破碎硐室為實例,在硐室圍巖模型的上邊界施加動力載荷,以模擬外界動力擾動對硐室圍巖穩定性的影響,再通過加載峰值,來攷察動載彊度對硐室圍巖的影響,得齣瞭硐室圍巖在不同時刻的應力和塑性區分佈情況.研究錶明:噹擾動應力波來自硐室圍巖豎直方嚮時,其對硐室拱頂和底闆圍巖的穩定性影響較大;噹擾動應力波來自硐室圍巖水平方嚮時,其對硐室側壁圍巖的穩定性影響較大.
지하동실개알과정중,응력파대동실주위위암위이급기응력응변변화규률기착십분중요적작용,준학분석응력파대동실위암적영향규률,불부가이작위검험시공설계적의거,이차가이예측예보위암적은정성화조정개알방식、지호설계등,종이합리지지도시공.이용삼유쾌속랍격랑일법(Flac~(3D)유한원분석정서),이동과산동광모파쇄동실위실례,재동실위암모형적상변계시가동력재하,이모의외계동력우동대동실위암은정성적영향,재통과가재봉치,래고찰동재강도대동실위암적영향,득출료동실위암재불동시각적응력화소성구분포정황.연구표명:당우동응력파래자동실위암수직방향시,기대동실공정화저판위암적은정성영향교대;당우동응력파래자동실위암수평방향시,기대동실측벽위암적은정성영향교대.
During the deep chamber is excavated, stress wave plays a very important role effecting the chamber surrounding rock in the regularities of displacements and stress-strain. Accurate analysis of it is important in deciding the construction sequence for big cavem and instability. By using the fast Lagrangian analysis of continua in 3-dimensions (finite element analysis software - Flac~(3D) ), taking the fragmentation chamber of Dongguashan copper mine as an example, one dynamic load is applied on the above boundary of the chamber model, the dynamic response of the surrounding rock is simulated and calculated. We observed the influence of the intensity of dynamic load to wall rock of chamber to get the distribution of stress and plastic area of it in different time by loading the peak value of dynamic. The simulation study results shows: it affects the stability of the chamber vault and wall rock of bottom board much when perturbation strain wave comes from erect direction of chamber wall rock; and it affect the stability of wall rock of chamber parietal much when perturbation strain wave comes from horizontal direction of wall rock of chamber.