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用水泥土浆材作防渗材料的试验研究 被引量:1
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作者 蒋顺清 陈雯 《长江科学院院报》 CSCD 北大核心 1995年第2期55-61,68,共8页
通过水泥土浆材进行的室内和施工时的现场试验,论证了选择不同的配合比水泥土浆材可作水利工程中不同要求的防渗料。同时对浆材的硬化机理作了一定的讨论;也简要地介绍了浆材硬化后的水泥土作防渗料的国内外发展和应用情况。
关键词 防渗 水泥土浆材 封孔 硬化 防渗墙 试验
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A new clay-cement composite grouting material for tunnelling in underwater karst area 被引量:10
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作者 ZHANG Cong YANG Jun-sheng +4 位作者 FU Jin-yang OU Xue-feng XIE Yi-peng DAI Yong LEI Jin-shan 《Journal of Central South University》 SCIE EI CAS CSCD 2019年第7期1863-1873,共11页
A new clay-cement composite grouting material (CCGM) for tunnelling in underwater karst area was developed through the excellent synergistic interactions among cement, clay, meta-aluminate and lignin. The probable for... A new clay-cement composite grouting material (CCGM) for tunnelling in underwater karst area was developed through the excellent synergistic interactions among cement, clay, meta-aluminate and lignin. The probable formation mechanism of the material was proposed based on a series of experimental tests. The results show that with an optimal mass ratio (2:1:1:0.024) for water, cement, clay and additives, the obtained CCGM displayed an excellent grouting performance for karst in an underwater condition. Compared with neat cement grouts and clay-cement grouts, CCGM has faster gel time, lower bleeding rate and bulk shrinkage rate, greater initial viscosity, and a strong resistance to water dispersion. A successful engineering application indicates that CCGM not only fulfils a better grouting performance for karst in underwater conditions but also reduces the engineering cost and environmental pollution. 展开更多
关键词 tunnel karst UNDERWATER new grouting material clay-cement composite
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