| 注浆加固法地基处理的探讨 |
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| 引用本文： | 程爱琴.注浆加固法地基处理的探讨[J].科技情报开发与经济,2005,15(20):257-258. |
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| 作者姓名： | 程爱琴 |
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| 作者单位： | 西山煤电集团公司设计院,山西,太原,030053 |
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| 摘 要： | 针对湿陷性黄土地基上已有建筑物的基础下沉和墙体开裂变形等问题,结合实际情况,采用注浆加固法重点处理基础以下至8.0 m范围内的素填土层及粉土夹层,并对处理范围、处理深度、注浆材料、注浆顺序、注浆工艺、质量检测等进行了详细设计,使整个建筑物地基趋于稳定状态.
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| 关 键 词： | 湿陷性黄土地基 地基承载力 地基加固 水泥-水玻璃注浆 |
| 文章编号： | 1005-6033（2005）20-0257-02 |
| 收稿时间： | 2005-07-08 |
| 修稿时间： | 2005年7月8日 |
Probe into the Ground Treatment by Using the Grouting Reinforcement |
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| CHENG Ai-qin.Probe into the Ground Treatment by Using the Grouting Reinforcement[J].Sci-Tech Information Development & Economy,2005,15(20):257-258. |
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| Authors: | CHENG Ai-qin |
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| Institution: | CHENG Ai-qin |
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| Abstract: | In the light of the problems that the foundation settlement and wall fracture and deformation of the existing buildings on the Wet-collapsible loess ground, and connecting with the actual situation, adopting the grouting reinforcement to treat the plain filled layer and silt interlayer within 8 m beneath the foundation, and making detailed design of the treating depth, treating scope, grouting materials, grouting sequences, grouting techniques, and quality detection, etc. make the whole foundation of the buildings be in the stable condition. |
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| Keywords: | wet-collapsible loess foundation bearing capacity of foundation reinforcement of foundation cementwater-glass grouting |
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