土木学会論文集 (Doboku Gakkai rombunshū) - v. 2005, n. 791 (2005)
| Erschienen: | 2005 |
|---|
Artikel in dieser Ausgabe
| Autor(en) | Titel | Seite(n) |
|---|---|---|
| Nonaka, Mikio / Yamabe, Tadashi / Sakamoto, Keiichiro / Sato, Nobuteru | A Consideration About Activity Of Fractured Zone Landslides Caused By Reservoir Water Level Change And The Prevention Works | 791_45-791_58 |
| Kouchi, Yoshifumi / Konno, Ryoji / Suzuki, Motoyuki / Yamamoto, Tetsuro / Terayama, Takashi / Takeda, Naoki | Effect Of Soak On Prestressing Force And Creep Of Ground Anchorage In Slope | 791_31-791_43 |
| Aoki, Kazuya / Yamamoto, Kouji / Kobayashi, Kiyoshi | Estimating Hazard Models For Deterioration Forecasting | 791_111-791_124 |
| Masuda, Masataka / Arita, Makoto / Lee, En Ju / Hanada, Kensi / Kawamata, Koji / Minagawa, Hiroshi | The Estimation of Cathodic Protection of Steels in Concrete by FEM Simulation | 791_59-791_67 |
| Watanabe, Akiyuki / Ishibasi, Tadayoshi / Kurisu, Motoaki / Nishijima, Kazuo | An Experimental Study On Strength of Test Beams With Lapped And Reinforced Joints of Closed Shape | 791_11-791_18 |
| Morioka, Hiroshi / Minami, Masayuki / Maejima, Toshio / Tasaka, Yoshiaki / Cai, Ming / Aoki, Kenji | A Fundamental Study On The Evaluation Of Rock Mass Behaviour Around Underground Caverns Based On AE Monitoring | 791_81-791_96 |
| Yamamoto, Shuji | Prospects On The Performance-based Design Scheme | 791_1-791_9 |
| Kawaguchi, Hiroyuki / Kimura, Sadao / Koizumi, Atsushi | Study On A Method For Estimating Crack Width Of Steel Fiber Reinforced Concrete Used For Tunnel Lining | 791_69-791_80 |
| Kanda, Hitoshi / Sakamoto, Yasushi / Yoshioka, Osamu / Okamoto, Sakae | Survey Of Soil Conditions Of Railroad Embankments Using Seismic Tomography | 791_19-791_30 |
| Miyanomae, Shunichi / Nomoto, Kousuke / Morita, Atsushi / Matsui, Mikio / Nashimoto, Yutaka / Okubo, Seisuke | 岩盤の時間依存性挙動と施工過程を考慮した掘削解析手法の提案 (Numerical Simulation Of Tunnel Excavation Considering Time Dependent Behaviour Of Rock Mass And The Effect Of Tunnel Support) | 791_97-791_109 |
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