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Effects of Using Tie Rods on the Seismic Stability of Preloaded and Prestressed Reinforced Soil Structures

机译：利用拉杆对预载和预应力增强土壤结构地震稳定性的影响

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F. Tatsuoka; M. Shinoda; T. Kikuchi; Y. Sugimura; T. Uchimura;
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年度 1999
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1. VERTICAL AND HORIZONTAL LOADING TESTS ON FULL-SCALE PRELOADED AND PRESTRESSED GEOGRID-REINFORCED SOIL STRUCTURES [J] . Taro Uchimura, Yukihiko Tamura, Masaru Tateyama, Soils and foundations . 2005,第6期

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2. A new simple method to substantially increase the seismic stability of reinforced soil structures [J] . M. Shinoda, T. Uchimura, F. Tatsuoka, Soil Dynamics and Earthquake Engineering . 2002,第9a12期

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3. A Relative Reliability Approach for Direct Displacement-Based Seismic Design of Partially Prestressed Reinforced Concrete Frame Structures [J] . Jian Bin, Lei Chaoyi, Liao Pingping Mathematical Problems in Engineering . 2015,第PTa14期

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4. Roles of tie rods for seismic stability of preloaded and prestressed reinforced soil structures [C] . T. UCHIMURA, F. TATSUOKA, M. SHINODA, International conference on geosynthetics . 2002

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5. A study of the implications of soil-structure interaction effects on the seismic response of high-rise reinforced concrete buildings [D] . Hosni, Shamel 1993

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6. Stability Calculation Method of Slope Reinforced by Prestressed Anchor in Process of Excavation [O] . Zhong Li, Jia Wei, Jun Yang -1

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7. Shaking Table Tests to investigate the seismic stability of preloaded and prestressed reinforced soil [O] . M. Shinoda, T. Kikuchi, H. Sugimura, 1999

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Effects of Using Tie Rods on the Seismic Stability of Preloaded and Prestressed Reinforced Soil Structures

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