CPG桩身混凝土配合比设计及抗压强度的试验研究 |
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引用本文: | 许俊,沈彬然,曾晓辉,薛元,邱恩喜,张东卿.CPG桩身混凝土配合比设计及抗压强度的试验研究[J].路基工程,2016,0(1):102-105. |
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作者姓名: | 许俊 沈彬然 曾晓辉 薛元 邱恩喜 张东卿 |
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作者单位: | 1.中国石化集团资产经营管理有限公司茂名石化分公司, 广东茂名 525024 |
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摘 要: | 基于水泥火山灰碎石桩(简称CPG桩)的工程应用特点,开展了CPG桩身混凝土配合比设计及抗压强度的试验研究,探讨掺加3%和5%硅灰对不同强度等级的火山灰混凝土抗压强度的影响。研究结果表明:加入5%的硅灰能够明显提高火山灰混凝土的抗压强度,建议在CPG桩身混凝土配合比设计中掺加5%硅灰。
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关 键 词: | CPG桩 火山灰 硅灰 火山灰混凝土 抗压强度 |
收稿时间: | 2019-11-12 |
Experimental Research on the Mixing Proportion Design and Compressive Strength of CPG Pile Concrete |
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Abstract: | Based on the engineering application characteristics of CPG pile, the experimental research on the mixing proportion and compressive strength of CPG pile concrete is conducted.The compressive strength of volcanic ash concrete mixed with 3% and 5% of silica fume with different strength grades is discussed.The research results show that mixing 5% of silica fume can obviously improve the compressive strength of volcanic ash concrete.It’s suggested 5% of silica fume is added in the mixing proportion design to CPG pile concrete. |
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