Liu Shujie, Sun Jinze, Zhang Jiwei, Xie Zuodong, Yu Zhijie
China Coal Research Institute, Beijing 100013, China.
Beijing China Coal Mine Engineering Company Ltd., Beijing 100013, China.
Materials (Basel). 2023 Jun 9;16(12):4294. doi: 10.3390/ma16124294.
As a widely used material in underground engineering, clay-cement slurry grouting is characterized by poor initial anti-seepage and filtration capacity, low strength of the resulting stone body, and a tendency to brittle failure. In this study, a novel type of clay-cement slurry was developed by adding of graphene oxide (GO) as a modifier to ordinary clay-cement slurry. The rheological properties of the improved slurry were studied through laboratory tests, and the effects of varying amounts of GO on the slurry's viscosity, stability, plastic strength, and stone body mechanical properties were analyzed. The results indicated that the viscosity of clay-cement slurry increases by a maximum of 163% with 0.05% GO, resulting in a decrease in the slurry's fluidity. The stability and plastic strength of GO-modified clay-cement slurry were significantly enhanced, with the plastic strength increasing by a 5.62 time with 0.03% GO and a 7.11 time with 0.05% GO at the same curing time. The stone body of the slurry exhibited increased uniaxial compressive strength and shear strength, with maximum increases of 23.94% and 25.27% with 0.05% GO, respectively, indicating a significant optimization effect on the slurry's durability. The micro-mechanism for the effect of GO on the properties of slurry was investigated using scanning electron microscopy (SEM) and a diffraction of X-rays (XRD) test. Moreover, a growth model of the stone body of GO-modified clay-cement slurry was proposed. The results showed that after the GO-modified clay-cement slurry was solidified, a clay-cement agglomerate space skeleton with GO monolayer as the core was formed inside the stone body, and with an increase in GO content from 0.03% to 0.05%, the number of clay particles increased. The clay particles filled the skeleton to form a slurry system architecture, which is the primary reason for the superior performance of GO-modified clay-cement slurry when compared with traditional clay-cement slurry.
作为地下工程中广泛使用的材料,黏土水泥浆体注浆具有初始抗渗和过滤能力差、结石体强度低以及易发生脆性破坏的特点。在本研究中,通过向普通黏土水泥浆体中添加氧化石墨烯(GO)作为改性剂,开发了一种新型黏土水泥浆体。通过室内试验研究了改进后浆体的流变性能,并分析了不同含量的GO对浆体黏度、稳定性、塑性强度和结石体力学性能的影响。结果表明,添加0.05%的GO时,黏土水泥浆体的黏度最大增加163%,导致浆体流动性降低。GO改性黏土水泥浆体的稳定性和塑性强度显著提高,在相同养护时间下,添加0.03%的GO时塑性强度提高5.62倍,添加0.05%的GO时塑性强度提高7.11倍。浆体结石体的单轴抗压强度和抗剪强度增加,添加0.05%的GO时分别最大增加23.94%和25.27%,表明对浆体耐久性有显著的优化效果。利用扫描电子显微镜(SEM)和X射线衍射(XRD)试验研究了GO对浆体性能影响的微观机制。此外,还提出了GO改性黏土水泥浆体结石体的生长模型。结果表明,GO改性黏土水泥浆体固化后,结石体内形成了以GO单分子层为核心的黏土水泥团聚体空间骨架,随着GO含量从0.03%增加到0.05%,黏土颗粒数量增加。黏土颗粒填充骨架形成浆体体系结构,这是GO改性黏土水泥浆体性能优于传统黏土水泥浆体的主要原因。