Mastoi Aamir Khan, Bhanbhro Riaz, Traore Abdoul Fatah, Oad Mahboob, Zardari Shahnawaz, Jhatial Ashfaque Ahmed
Institute of Geotechnical and Underground Engineering, Huazhong University of Science and Technology, Wuhan, 430074, China.
Department of Civil Engineering, Quaid-E-Awam University of Engineering, Sciences and Technology, Sindh, 67450, Pakistan.
Environ Sci Pollut Res Int. 2022 May;29(22):32763-32772. doi: 10.1007/s11356-021-18167-x. Epub 2022 Jan 12.
Land reclamation projects are increasingly incorporating dredged sediment from waterways. The high water content of dredged sediment is a major issue, making the dewatering process difficult and time-consuming. The chemical-physical combined method (CP) is therefore used in this study, which simultaneously uses vacuum dewatering by utilising vacuum pressure (VP) in conjunction with prefabricated horizontal drain (PHD) and Portland cement (PC)-based solidification/stabilisation (SS), thereby significantly reducing the duration of treatment of DS with high water content. The effectiveness and feasibility of the chemical-physical combined method with Portland cement (PC) as a binder are evaluated and compared with the traditional PC-based solidification/stabilisation (SS) method. A number of experimental tests were performed to accomplish the objectives of the study, such as unconfined compressive strength (USS), X-ray diffraction (XRD), and scanning electron microscopy (SEM). The experimental results indicated that the CP method showed better performance compared to the traditional SS method in treating high water content DS at low cement content. The water content of DS treated with the chemical-physical combined method was reduced by half in just about 3 days, and the final rate of settlement was 2.9 times higher than with SS-treated DS. The USC results showed that the strength of CP cases was 4.8 times higher than SS-treated DS after 56 days of curing age. The microstructural tests revealed the development of CSH and CASH as major hydration products of both CP and SS cases. Moreover, CP cases exhibited a densely stabilised matrix compared to SS cases.
土地复垦项目越来越多地采用从水道疏浚的沉积物。疏浚沉积物的高含水量是一个主要问题,使得脱水过程困难且耗时。因此,本研究采用化学 - 物理联合方法(CP),该方法同时利用真空压力(VP)结合预制水平排水板(PHD)和基于波特兰水泥(PC)的固化/稳定化(SS)进行真空脱水,从而显著缩短了高含水量疏浚沉积物(DS)的处理时间。评估了以波特兰水泥(PC)作为粘结剂的化学 - 物理联合方法的有效性和可行性,并与传统的基于PC的固化/稳定化(SS)方法进行了比较。为实现研究目标进行了多项实验测试,如无侧限抗压强度(USS)、X射线衍射(XRD)和扫描电子显微镜(SEM)。实验结果表明,在低水泥含量下处理高含水量DS时,CP方法比传统SS方法表现更好。用化学 - 物理联合方法处理的DS含水量在大约3天内降低了一半,最终沉降速率比用SS处理的DS高2.9倍。无侧限抗压强度(USC)结果表明,养护龄期56天后,CP处理的试样强度比SS处理的DS高4.8倍。微观结构测试揭示了CSH和CASH作为CP和SS两种情况下主要水化产物的生成情况。此外,与SS情况相比,CP情况表现出致密稳定的基质。