期刊文献+

无机注浆材料—黏性土固化体强度特性试验研究

Experimental study on strength characteristics of thesolidified body of inorganic grouting materials mixed with clay
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摘要 无机注浆材料具有与水快速凝固、有一定强度等优点。配置了3种不同水、无机注浆料、黏土比例的固化体试样,进行了1 d, 3 d, 7 d, 14 d, 28 d龄期的直剪试验与无侧限抗压强度试验,获得了固化体强度与龄期、水灰比的关系。试验结果为该材料用于堤坝抢险加固等提供了基础性参考。 Inorganic grouting material has the advantages of quick-setting with water and certain strength.Three samples with different proportions of water,grouting material and clay were prepared for direct-shear tests at the age of 1d,3 d,7 d,14 d and 28 d.The relationship between the strength of solidified body and age,water cement ratio was obtained.The test results provide a basic reference for the application of this material in dam reinforcement.
作者 臧德记 汪滨 马广军 金先杰 左国龙 Zang Deji;Wang Bin;Ma Guangjun;Jin Xianjie;Zuo Guolong(Nanjing Hydraulic Research Institute,Nanjing 210024,China;State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,Nanjing 210024,China;College of Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China)
出处 《山西建筑》 2021年第15期1-3,共3页 Shanxi Architecture
基金 国家重点研发计划项目(2017YFC0405005)资助。
关键词 无机注浆材料 黏土 固化体 抗剪强度 无侧限抗压强度 龄期 inorganic grouting material clay solidified body shear strength unconfined compressive strength age
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