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生石灰粉稳定黄河冲(淤) 积粉土的可行性探讨 被引量:9

INQUIRY OF FEASIBILITY TO STABILIZE THE YELLOW RIVER SILT BY QUIK LIME POWDER
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摘要 对黄河冲(淤) 积粉土进行土质分析和生石灰粉稳定强度试验结果表明,由于该类土粘粒含量极少,粉粒含量高,粒度均匀,生石灰消解释放的热量不能为稳定土所充分利用,生石灰粉稳定土的强度较消石灰稳定土无明显提高,且生石灰粉稳定土造价较高,故工程中不宜采用根据该类土的土质特性。 The quality of the Yellow River silt is analysed, and the strength tests of the soils stabilized by quick lime powder were done. Because this soil has a few clay pellet and a large number of silt pellet, and its grain size is even, the heat quantity released from quick lime dispelling can not be fully used by stabilized soil. The results show that the strengh of the silt stabilized by quick lime powder is a little increase than by slaked lime, and the price of soil stabilized by quick lime powder is expensive, so it is not suitable for projet. According to the soil`s specific property, this paper suggests the stabilized way:adding activated excitation material to soil lime flyash.
出处 《山东工业大学学报》 1999年第1期77-80,共4页
基金 山东省自然科学基金
关键词 氧化钙 稳定土 强度 稳定性试验 冲积粉土 公路 Calcium oxide Stabilized soils Strengh Stability tests
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参考文献2

  • 1姚占勇,公路,1997年,1期,27页
  • 2张登良,半刚性基层沥青路面,1991年,50页

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