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Updated: Feb 18, 2026

Sandy Soil Improvement through Microbially Induced Calcite Precipitation MICP by Immersion
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Sandy Soil Improvement through Microbially Induced Calcite Precipitation MICP by Immersion

Published on: September 12, 2019

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ピシャ砂岩の微生物改変ベースルト繊維の相乗効果的固化: 機械的特性およびメカニズムに関する研究

Bingkun Ma1, Xiaoli Li1, Zhuojun Feng1

  • 1College of Water Conservancy and Civil Engineering, Inner Mongolia Agricultural University, Hohhot 10018, China; State Key Laboratory of Water Engineering Ecology and Environment in Arid Area, Inner Mongolia Agricultural University, China.

Journal of microbiological methods
|February 16, 2026
PubMed
まとめ

この研究では,微生物誘発カルシート降水 (MICP) を使用した新しい土壌強化技術を,ピシャ砂岩地帯の改変した玄武岩繊維で導入しています. 最適な繊維用量は,強度とカルシウム炭酸の生産を大幅に高め,土壌安定化のための持続可能な解決策を提供します.

キーワード:
バサルト繊維の改造によるベースアルト繊維の改造ゆるゆるで柔らかいピシャ砂岩.MICPとは,MICPとは,MICPとは,MICPとは,MICPとは,MICPとは,MICPとは,MICPとは機械的性質 メカニカルプロパティシナージスティック・ヒーリング

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