| Project/Area Number |
11450203
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| Research Category |
Grant-in-Aid for Scientific Research (B)
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| Allocation Type | Single-year Grants |
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| Section | 一般 |
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| Research Field |
Building structures/materials
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| Research Institution | TOKYO INSTITUTE OF TECHNOLOGY |
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Principal Investigator |
TOKIMATSU Kohji Faculty of Engineering, Tokyo Institute of Technology, Professor, 大学院・理工学研究科, 教授 (50134846)
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| Project Period (FY) |
1999 – 2001
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| Project Status |
Completed (Fiscal Year 2001)
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| Budget Amount *help |
¥11,500,000 (Direct Cost: ¥11,500,000)
Fiscal Year 2001: ¥1,200,000 (Direct Cost: ¥1,200,000)
Fiscal Year 2000: ¥3,000,000 (Direct Cost: ¥3,000,000)
Fiscal Year 1999: ¥7,300,000 (Direct Cost: ¥7,300,000)
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| Keywords | Earth pressure / Coefficient of Subgrade Reaction / Soil-Structure Interaction / Earthquake / Pile Foundation / p-y Relation / Ground Displacement / Liquefaction / 軟弱地盤 / 構造物 / 基礎 / 荷重 |
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| Research Abstract |
The field performance of buildings during recent catastrophic earthquakes is summarized, with emphasis placed on the effects of ground failure, nonlinear site response, and dynamic and permanent ground displacement. In addition to in-situ lateral load on steel pipe piles, large-scale shaking table tests are conducted to study the effects of soil-pile-structure interaction including those of nonliquefied crust overlying liquefied soil and p-y behavior of piles on pile performance. It is shown that : (1) the p-y behavior is affected by such factors as the pore pressure ratio, relative displacement of soil and pile, and soil density ; and (2) the total earth pressure acting on embedded foundation is induced mainly by the relative displacement between soil and foundation. Back-analysis is conducted for well-documented case histories of pile foundations to estimate the scaling factors for p-y springs of laterally spreading soils. The analytical results show that both the coefficient of the horizontal subgrade reaction of piles and the maximum reaction force of laterally-spreading soils are 0.05-0.2 times those of non-liquefied soils, consistent with the shaking table test results. Both effective stress and simple p-y analyzes, which incorporate the above findings, are conducted for several buildings that suffered various patterns of damage during soil liquefaction in the 1995 Hyogoken-Nambu earthquake. A comparison of the computed results with the filed observation indicates that both analyzes are cap able of discriminating damaged from undamaged foundations as well as of estimating the damage portion and severity with a reasonable degree of reliability.
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