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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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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 Here comes your footer Page 2
研究動機與目的 Here comes your footer Page 3
研究動機與目的 Here comes your footer Page 4
文獻回顧 Here comes your footer Page 5
文獻回顧 Here comes your footer Page 6
研究方法 Here comes your footer Page 7
研究方法 Here comes your footer Page 8
裙樓區 (逆打-由上而下) 塔樓區 (順打-由下而上) 43.5 m 49 m
裙樓區 (逆打-由上而下) 塔樓區 (順打-由下而上)
縱向鋼支柱: H4001321 1st 橫向鋼支撐:H3501219 2nd~6th 橫向鋼支撐:H4001321 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
傾斜管:SI3 沉陷監測點:S14 壓力計:EP1 Here comes your footer Page 14
SS-Model (Soft Soil Model) SSC-Model (Soft Soil Creep Model) Here comes your footer Page 17
HSS-Model (Hardening Soil Model) HSS-Model (Hardening Soil Model with Small-Strain) Here comes your footer Page 18
MC-Model (Mohr-Coulomb Model) Here comes your footer Page 19
結果與討論 Here comes your footer Page 25
將原始數值模型 予以簡化 Here comes your footer Page 30