Ground Improvement. Engineering Characteristics of Soft Ground Reinforced by Pre-Fabricated Band-Shaped Drain and Discharge Capacity.
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- KAMON Masashi
- Disaster Prevention Res. Inst., Kyoto Univ.
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- SUWA Seiji
- Geo-Res. Inst.
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- FUKUDA Mitsuharu
- Geo-Res. Inst.
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- SHIMONODAN Tomoe
- Geo-Res. Inst.
Bibliographic Information
- Other Title
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- 地盤改良 プラスチックボードドレーンによる改良地盤の特性と通水量
- プラスチックボードドレーン ニ ヨル カイリョウ ジバン ノ トクセイ ト ツウスイリョウ
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Description
The well resistance and consolidation delay by smear zone are reviewed and a new theory is proposed. Based upon the proposed theory, a required discharge capacity is defined as neglecting well resistance. Almost of PBDs recently supplied in Japan are proved by the experiment to have discharge capacity over the required value. Since there is the characteristics of structure affect the discharge capacity, two models for confining conditions are examined to predict the difference in the capacity.
Journal
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- Journal of the Society of Materials Science, Japan
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Journal of the Society of Materials Science, Japan 51 (1), 25-29, 2002
The Society of Materials Science, Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390282680369139712
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- NII Article ID
- 110002301774
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- NII Book ID
- AN00096175
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- ISSN
- 18807488
- 05145163
- http://id.crossref.org/issn/05145163
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- NDL BIB ID
- 6044246
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed