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MICP加固钙质砂的耐久性试验研究
引用本文:汤佳辉,彭劼,许鹏旭,卫仁杰,李亮亮. MICP加固钙质砂的耐久性试验研究[J]. 河北工程大学学报(自然科学版), 2023, 40(1): 29-34
作者姓名:汤佳辉  彭劼  许鹏旭  卫仁杰  李亮亮
作者单位:河海大学 岩土力学与堤坝工程教育部重点实验室, 江苏 南京 210098;河海大学 岩土工程科学研究所, 江苏 南京 210098,河海大学 岩土力学与堤坝工程教育部重点实验室, 江苏 南京 210098;河海大学 岩土工程科学研究所, 江苏 南京 210098,河海大学 岩土力学与堤坝工程教育部重点实验室, 江苏 南京 210098;河海大学 岩土工程科学研究所, 江苏 南京 210098,河海大学 岩土力学与堤坝工程教育部重点实验室, 江苏 南京 210098;河海大学 岩土工程科学研究所, 江苏 南京 210098,河海大学 岩土力学与堤坝工程教育部重点实验室, 江苏 南京 210098;河海大学 岩土工程科学研究所, 江苏 南京 210098
基金项目:国家自然科学基金资助项目(51578214)
摘    要:南海岛礁建设中,钙质砂是易于获取的原材料,但也存在孔隙多、易破碎等不足。为保证岛礁建设的安全稳定,设计经微生物诱导碳酸钙沉积(MICP)加固后钙质砂试样在海水、纯水环境下分别进行浸泡与干湿循环试验,以探究不同环境与处理方式对MICP加固钙质砂样耐久性能的影响。结果表明:(1)经MICP加固的钙质砂具有较好的抗侵蚀能力,通过增加钙质砂的加固轮次能够有效地提高试样的耐久性能,其在海水中干湿循环时劣化最快,在纯水中浸泡时劣化最慢;(2)持续浸泡与干湿循环均会对试样耐久性造成不利影响,干湿循环的劣化作用更大;(3)控制其余变量不变时,海水环境下试样耐久性能的劣化比纯水环境下更严重。

关 键 词:微生物诱导碳酸钙沉积(MICP)  钙质砂  人工海水环境  干湿循环  耐久性能
收稿时间:2022-08-02

Experimental Study on Durability of MICP-solidified Calcareous Sand
TANG Jiahui,PENG Jie,XU Pengxu,WEI Renjie and LI Liangliang. Experimental Study on Durability of MICP-solidified Calcareous Sand[J]. Journal of Hebei University of Engineering(Natural Science Edition), 2023, 40(1): 29-34
Authors:TANG Jiahui  PENG Jie  XU Pengxu  WEI Renjie  LI Liangliang
Affiliation:Key Laboratory of Ministry of Education for Geomechanics and Embankmen Engineering, Hohai University, Nanjing, Jiangsu 210098, China;Geotechnical Research Institute, Hohai University, Nanjing, Jiangsu 210098, China,Key Laboratory of Ministry of Education for Geomechanics and Embankmen Engineering, Hohai University, Nanjing, Jiangsu 210098, China;Geotechnical Research Institute, Hohai University, Nanjing, Jiangsu 210098, China,Key Laboratory of Ministry of Education for Geomechanics and Embankmen Engineering, Hohai University, Nanjing, Jiangsu 210098, China;Geotechnical Research Institute, Hohai University, Nanjing, Jiangsu 210098, China,Key Laboratory of Ministry of Education for Geomechanics and Embankmen Engineering, Hohai University, Nanjing, Jiangsu 210098, China;Geotechnical Research Institute, Hohai University, Nanjing, Jiangsu 210098, China and Key Laboratory of Ministry of Education for Geomechanics and Embankmen Engineering, Hohai University, Nanjing, Jiangsu 210098, China;Geotechnical Research Institute, Hohai University, Nanjing, Jiangsu 210098, China
Abstract:In the construction of islands and reefs in the South China Sea, calcareous sand is an easily obtained raw material, but it also has disadvantages of being porous and fragile. To ensure the safety and stability of the construction of islands and reefs, the MICP-solidified calcareous sand samples are designed to undergo immersion tests and dry-wet cycles in seawater and pure water respectively to explore the durability of MICP-solidified calcareous sand samples in different environments and treatment methods. The results show that:(1) the MICP-solidified calcareous sand has good erosion resistance, which effectively improves with the increase of reinforcement rounds. It deteriorates the fastest in seawater dry-wet cycles and the slowest when immersed in pure water; (2) both immersion tests and dry-wet cycles can adversely affect the durability of the samples, and the degradation of the dry-wet cycles is greater; (3) when controlling variables, the durability of the samples in seawater is worse than that in pure water.
Keywords:microbially induced calcium carbonate precipitation(MICP)  calcareous sand  artificial seawater environment  dry-wet cycle  durability
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