Li Chenhao, Xie Tinglong, Ding Jianwen, Tang Jian, Gao Mengying
Institute of Geotechnical Engineering, School of Transportation, Southeast University, Nanjing, China.
Jiangsu Provincial Construction Group Co., Ltd., Nanjing, China.
PLoS One. 2025 Feb 6;20(2):e0314077. doi: 10.1371/journal.pone.0314077. eCollection 2025.
To solve the disposal of large quantities of construction waste clay, this study proposes a new method for preparing controlled low strength materials (CLSM). Flow tests, unconfined compressive strength (UCS) tests, hydraulic conductivity tests and scanning electron microscope (SEM) analyses were performed on cement-treated construction waste clay with different additive content (e.g. sodium hexametaphosphate (SHMP), water glass, and phosphogypsum (PG)). The influence of additive content on the mechanical and microstructural properties of cement-treated clay-based CLSM was analyzed. The results indicated that the SHMP greatly enhanced the flowability of samples, adding 1%SHMP increased the fluidity of the sample by more than 80%, whereas 5% water glass had negligible effect. Additionally, the 10% PG improved the flowability retention, making it have higher flowability after 30 mins (more than 200 mm). SHMP interacted with Ca2+, significantly influencing the cement hydration; notably, 1% content resulted a notable reduction of samples from 167.5 kPa to 21.5 kPa at 1 day. Although increasing SHMP content improved the early strength, it led to a decrease in later strength, with the maximum late strength observed at 2% SHMP. Both PG and water glass also contributed to late strength enhancement, though higher SHMP levels diminished their effects. While SHMP markedly improved permeability resistance (less than 8 × 10-8 cm/s after 28d), hydraulic conductivity showed minimal variation with increased dosage. The combination of SHMP, PG and water glass effectively enhances the flowability and strength of clay-based CLSM at low water content, solving the contradiction between fluidity and strength. This promotes the sustainable development of green building materials.
为解决大量建筑废弃黏土的处置问题,本研究提出一种制备可控低强度材料(CLSM)的新方法。对不同添加剂含量(如六偏磷酸钠(SHMP)、水玻璃和磷石膏(PG))的水泥处理建筑废弃黏土进行了流动度试验、无侧限抗压强度(UCS)试验、水力传导率试验和扫描电子显微镜(SEM)分析。分析了添加剂含量对水泥处理黏土基CLSM力学性能和微观结构性能的影响。结果表明,SHMP极大地提高了样品的流动性,添加1%的SHMP可使样品的流动性提高80%以上,而5%的水玻璃影响可忽略不计。此外,10%的PG改善了流动性保持率,使其在30分钟后具有更高的流动性(超过200毫米)。SHMP与Ca2+相互作用,显著影响水泥水化;值得注意的是,1%的含量导致样品在1天时从167.5千帕显著降低至21.5千帕。虽然增加SHMP含量提高了早期强度,但导致后期强度降低,在2%的SHMP时观察到最大后期强度。PG和水玻璃也有助于后期强度增强,尽管较高的SHMP水平削弱了它们的作用。虽然SHMP显著提高了抗渗性(28天后小于8×10-8厘米/秒),但水力传导率随剂量增加变化最小。SHMP、PG和水玻璃的组合有效提高了低含水量黏土基CLSM的流动性和强度,解决了流动性和强度之间的矛盾。这促进了绿色建筑材料的可持续发展。