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    Exploring Cementitious Additives for Pretreatment of High-Early-Strength Sewage Sludge from the Perspective of the Rapid Generation of Nonevaporable Water

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 005
    Author:
    Xiaohui Sun
    ,
    Wei Zhu
    ,
    Xuede Qian
    ,
    Zhirong Xu
    DOI: 10.1061/(ASCE)MT.1943-5533.0000899
    Publisher: American Society of Civil Engineers
    Abstract: Currently, solidification/stabilization (S/S) is the most widely used pretreatment measure for sewage sludge prior to its disposal in landfills in China. Looking for an effective measure to increase the early strength of the solidified sludge has become a significant requirement for the sludge treatment market. In this study, the chemical and mechanical behaviors of the sludge samples treated by sulphoaluminate cement (SC) and ordinary portland cement (OPC) were investigated and compared by testing the nonevaporable water (NEW) and unconfined compressive strength (UCS) of the solidified sludge. This was followed by conducting scanning electron microscopy (SEM) analysis. From the perspective of the conversion of NEW, the retardation mechanisms of the hydrating reaction for the SC and OPC used in the sludge were also studied. The results showed that SC is an excellent cementitious additive with high early strength in S/S treatment for sewage sludge—much better than OPC, which is currently commonly used in sludge treatment. The UCS of the samples with a 10% mixing amount of SC and 1 day of curing can reach 50 kPa, which is the target strength for landfill disposal in China. The availability of water has proven to be a very important factor influencing the hydration of cementitious materials in sewage sludge but is usually neglected by existing studies.
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      Exploring Cementitious Additives for Pretreatment of High-Early-Strength Sewage Sludge from the Perspective of the Rapid Generation of Nonevaporable Water

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    contributor authorXiaohui Sun
    contributor authorWei Zhu
    contributor authorXuede Qian
    contributor authorZhirong Xu
    date accessioned2017-05-08T21:57:04Z
    date available2017-05-08T21:57:04Z
    date copyrightMay 2014
    date issued2014
    identifier other%28asce%29mt%2E1943-5533%2E0000940.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67300
    description abstractCurrently, solidification/stabilization (S/S) is the most widely used pretreatment measure for sewage sludge prior to its disposal in landfills in China. Looking for an effective measure to increase the early strength of the solidified sludge has become a significant requirement for the sludge treatment market. In this study, the chemical and mechanical behaviors of the sludge samples treated by sulphoaluminate cement (SC) and ordinary portland cement (OPC) were investigated and compared by testing the nonevaporable water (NEW) and unconfined compressive strength (UCS) of the solidified sludge. This was followed by conducting scanning electron microscopy (SEM) analysis. From the perspective of the conversion of NEW, the retardation mechanisms of the hydrating reaction for the SC and OPC used in the sludge were also studied. The results showed that SC is an excellent cementitious additive with high early strength in S/S treatment for sewage sludge—much better than OPC, which is currently commonly used in sludge treatment. The UCS of the samples with a 10% mixing amount of SC and 1 day of curing can reach 50 kPa, which is the target strength for landfill disposal in China. The availability of water has proven to be a very important factor influencing the hydration of cementitious materials in sewage sludge but is usually neglected by existing studies.
    publisherAmerican Society of Civil Engineers
    titleExploring Cementitious Additives for Pretreatment of High-Early-Strength Sewage Sludge from the Perspective of the Rapid Generation of Nonevaporable Water
    typeJournal Paper
    journal volume26
    journal issue5
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000899
    treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 005
    contenttypeFulltext
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