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論文指導教授：林德貴 博士 論文口試學生：周彥妤

大型多重支撐深開挖數值模擬技術之研究 ─以台北 101 深開挖為例 Three-Dimensional Numerical Simulation Techniques in Large Scale Multi-Strutted Deep Excavation ─ A Case History of Taipei 101 Deep Excavation. 論文指導教授：林德貴 博士 論文口試學生：周彥妤. 內容大綱. 研究動機與目的. 研究動機與目的. 文獻回顧. 文獻回顧. 研究方法. 研究方法. 裙樓區 ( 逆打 - 由上而下 ). 塔樓區

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論文指導教授：林德貴 博士 論文口試學生：周彥妤

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  1. 大型多重支撐深開挖數值模擬技術之研究─以台北101深開挖為例Three-Dimensional Numerical Simulation Techniques in Large Scale Multi-Strutted Deep Excavation─ A Case History of Taipei 101 Deep Excavation 論文指導教授：林德貴 博士 論文口試學生：周彥妤

  2. 內容大綱 Here comes your footer  Page 2

  3. 研究動機與目的 Here comes your footer  Page 3

  4. 研究動機與目的 Here comes your footer  Page 4

  5. 文獻回顧 Here comes your footer  Page 5

  6. 文獻回顧 Here comes your footer  Page 6

  7. 研究方法 Here comes your footer  Page 7

  8. 研究方法 Here comes your footer  Page 8

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  11. 裙樓區 (逆打-由上而下) 塔樓區 (順打-由下而上) 43.5 m 49 m

  12. 裙樓區 (逆打-由上而下) 塔樓區 (順打-由下而上)

  13. 縱向鋼支柱: H4001321 1st 橫向鋼支撐:H3501219 2nd~6th 橫向鋼支撐:H4001321 樁基礎:-21.7~ -75.9 m (平均長度48.8m) 撐牆-A1(-55 m) 撐牆-A2(40 m) 連續壁-A(40、55 m) 撐牆-A1(-55 m) Here comes your footer  Page 13

  14. 傾斜管：SI3 沉陷監測點：S14 壓力計：EP1 Here comes your footer  Page 14

  15. CL1a

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  17. SS-Model (Soft Soil Model) SSC-Model (Soft Soil Creep Model) Here comes your footer  Page 17

  18. HSS-Model (Hardening Soil Model) HSS-Model (Hardening Soil Model with Small-Strain) Here comes your footer  Page 18

  19. MC-Model (Mohr-Coulomb Model) Here comes your footer  Page 19

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  23. 結果與討論 Here comes your footer  Page 25

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  28. 將原始數值模型 予以簡化 Here comes your footer  Page 30

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