書誌事項
- タイトル別名
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- Properties of Mud Slurry and Mortar Injection in Using Pipe Jacking.
- デイスイ カアツシキ スイシン コウホウ ニ オケル ドロミズ トクセイ ト ウラゴメ チュウニュウ
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Recently, for the concern of safety in constructions as well as for environmental and economical reasons, an efficient small-diameter shallow tunneling method has become increasingly important for outside plant engineering such as water supply, gas, electricity, telecommunications. In particular, for construction work near existing facilities, an underground tunnel excavated by the pipe-jacking is becoming increasingly popular to avoid adverse effects.<BR>Basically, the pipe-jacking system is involving the pushing or thrusting of the drivage machine through the concrete pipes ahead of jacks. The method utilizes the mud slurry that is formed around the pipes for stability of surrounding soil. However, it is not well understood the behavior of the soils and mud slurry around the pipes.<BR>From this point of view, this paper discusses the effect of mud slurry and stability of surrounding soil by means of the fundamental property tests and the laboratory tests. Moreover, this paper analyzed the performance of the behavior of mortar and mud slurry as the rehabilitation method by means of two-dimensional Eulerian-Lagragian seepage analysis.
収録刊行物
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- 資源と素材
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資源と素材 117 (3), 195-201, 2001
一般社団法人 資源・素材学会
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詳細情報 詳細情報について
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- CRID
- 1390001206016725376
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- NII論文ID
- 10007829806
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- NII書誌ID
- AN10062646
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- ISSN
- 18806244
- 09161740
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- NDL書誌ID
- 5720559
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可