山西建筑
山西建築
산서건축
Shanxi Architecture
2015年
31期
52-53
,共2页
地铁车站%基坑%支护%优化设计
地鐵車站%基坑%支護%優化設計
지철차참%기갱%지호%우화설계
subway station%foundation%support%optimal design
为了使地铁深基坑工程更加安全、经济、合理，应用启明星软件进行计算分析，对哈尔滨地铁文化宫站的基坑支护工程进行优化设计，结果表明优化后的新方案在围护结构受力变形上更加合理且造价更低，对相似地质条件的深基坑支护具有借鉴意义。
為瞭使地鐵深基坑工程更加安全、經濟、閤理，應用啟明星軟件進行計算分析，對哈爾濱地鐵文化宮站的基坑支護工程進行優化設計，結果錶明優化後的新方案在圍護結構受力變形上更加閤理且造價更低，對相似地質條件的深基坑支護具有藉鑒意義。
위료사지철심기갱공정경가안전、경제、합리，응용계명성연건진행계산분석，대합이빈지철문화궁참적기갱지호공정진행우화설계，결과표명우화후적신방안재위호결구수력변형상경가합리차조개경저，대상사지질조건적심기갱지호구유차감의의。
In order to make deep subway foundation safer,more economic and rational,the paper applies Qimingxing software for computation a-nalysis,and carries out optimal design for Harbin subway culture palace station foundation support engineering. Results show that:the optimized scheme realizes more rational and lower cost in the aspect of enclosure structure stress deformation,which has certain guiding meaning for deep foundation support under similar geological conditions.
