A Study on the Porous Cement Composite Using Building Wastes

利用建筑垃圾制备多孔水泥复合材料的研究

• 批准号: 22580271
• 负责人: HOSSAIN Zakaria
• 金额: $ 2.91万
• 依托单位: Mie University
• 依托单位国家: 日本
• 项目类别: Grant-in-Aid for Scientific Research (C)
• 财政年份: 2010
• 资助国家: 日本
• 起止时间: 2010-04-01 至 2014-03-31
• 项目状态: 已结题
• 来源: https://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-22580271/
• 关键词: 透水性セメント複合材; 建設廃棄物; 種盛土堤防; 安定解析; 最適設計; 安全率; 設計手法; 盛土; 堤防; ダム; 法面補強; 法面勾配; 盛土堤防; 補強材; ダイラタンシー; ジオグリッド; 板セメント複合材; ヤング係数; メッシュ～モルタル; 解析研究; 使用済み材料; リサイクル骨材; コンクリート; レキ; 煉瓦; 木材チップ; カーボン繊維; セメント複合材

In this study, six types of building wastes were used to produce porous cement composites. These porous cement composites were then applied for soil reinforcement of fill slopes. Ultimate design of porous cement composites were carried out in order to obtain required factor of safety of a given slope. Slope stability analyses were performed using Microsoft excel spreadsheet technique for the proposed slope and then the design chart of that slope were constructed. The analyses were performed in such a way that it can be easily understood and handled and thus established a design method for various fill embankments. The factor of safety of unreinforced slopes with thee slope inclinations were calculated and the results were verified.

在这项研究中，六种类型的建筑垃圾被用来生产多孔水泥复合材料。然后将这些多孔水泥复合材料应用于填土边坡的土壤加固。对多孔水泥基复合材料进行了极限设计，以获得给定边坡所需的安全系数。利用Microsoft Excel电子表格技术对拟建边坡进行了边坡稳定性分析，然后绘制了该边坡的设计图表。这些分析结果易于理解和处理，从而建立了适用于各种填土结构的设计方法。计算了三种边坡倾角的无加筋边坡的安全系数，并对计算结果进行了验证。

项目成果

Embankments Failure in Bangladesh : Causes and Recommendations

孟加拉国的堤坝溃决：原因和建议

• 发表时间: 2010
• 期刊: Indian Journal of Power and River Valley Development, ISSN : 0019-5537 Vol.60, No.10
• 作者: Hossain M.Z.;Islam;M.Z.
• 通讯作者: M.Z.

Interaction Properties of Geosynthetic with Different Backfill Soils

土工合成材料与不同回填土的相互作用特性

• DOI: 10.4236/ijg.2012.35104
• 发表时间: 2012
• 期刊: International Journal of Geosciences
• 作者: Hossain M.B.;Hossain M.Z. and Sakai T.
• 通讯作者: Hossain M.Z. and Sakai T.

Experimental Validation of A Theoretical Model For Flexural Modulus of Elasticity of Thin Cement Composite, Construction & Building Materials

薄水泥复合材料弹性弯曲模量理论模型的实验验证，建筑

• DOI: 10.1016/j.conbuildmat.2010.09.018
• 发表时间: 2011
• 期刊: Construction & Building Materials
• 影响因子: 7.4
• 作者: Hossain;M.Z.;Awal;A.S.M.A.
• 通讯作者: A.S.M.A.

Influence of Recycled Aggregate Composites on the Factor of Safety of Earthen Structures

再生骨料复合材料对土结构安全系数的影响

• DOI: 10.4236/ijg.2013.45078
• 发表时间: 2013
• 期刊: International Journal of Geosciences
• 作者: Hossain;M.Z. Waste Shell Husks Concrete;Hossain M.Z.
• 通讯作者: Hossain M.Z.

Cost-Performance Studies of Abandoned Shell Husks (ASH) for Soil Reinforcement Applications

用于土壤加固应用的废弃壳壳 (ASH) 的成本性能研究

• 发表时间: 2012
• 作者: Islam;M.T.;Hossain M.Z. and Ishida;M.
• 通讯作者: M.