4.6 Article

Role of Limestone Powder in Early-Age Cement Paste Considering Fineness Effects

期刊

出版社

ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)MT.1943-5533.0003380

关键词

Limestone powder; Fresh property; Hydration; Chemical shrinkage; Early-age property

资金

  1. National Key Research and Development Projects [2018YFC0705404]
  2. National Natural Science Foundation of China [51878480, 51878479, 51678442, 51878481, 51878496]
  3. Fundamental Research Funds for the Central Universities

向作者/读者索取更多资源

This paper investigates the influence of limestone powder (LS) fineness on the early-age properties of portland cement paste. Blended pastes with LS were prepared based on volumetric ratio and their fresh properties, chemical shrinkage, and hydration were measured. Fresh properties were evaluated by water demand for normal consistency, yield stress, plastic viscosity, and bleeding ratio. Chemical shrinkage was measured using the helium pycnometry method. Hydration products and the hydration process were analyzed by X-ray diffraction (XRD), thermogravimetry and differential scanning calorimetry (TG-DSC), and calorimetry tests. Results show that LS significantly affects the properties of portland cement and this effect greatly depends on its fineness. Specifically, LS coarser than cement decreases water demand, plastic viscosity, and yield stress, while finer ones have the opposite effects. Plastic viscosity is related to the particle density (particle number per 100 mu m3 solids) and specific surface area of total powders. Bleeding resistance is improved for blended paste with finer LS. Chemical shrinkage results demonstrate that LS indeed increases chemical shrinkage per gram of cement because of promotion on cement hydration. But this influence on the volume change of total paste is mitigated because of the dilution effect. XRD patterns show that LS does not react with cement hydrates at 24 h and preliminarily indicates the promotion of LS on cement hydration. Calorimetry results further confirm that LS accelerates and amplifies cement hydration despite its fineness and this promotion is more significant when LS is finer. This promotion is also confirmed by hydration degrees calculated from both heat of hydration and nonevaporable water content. (c) 2020 American Society of Civil Engineers.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.6
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

Article Construction & Building Technology

Temperature field distribution and microstructure of cement-based materials under cryogenic freeze-thaw cycles

Bei He, Mingjun Xie, Zhengwu Jiang, Cong Zhang, Xinping Zhu

CONSTRUCTION AND BUILDING MATERIALS (2020)

Article Energy & Fuels

Hydrate salt/self-curing acrylic resin form-stable phase change materials with enhanced surface stability and thermal properties via the incorporation of graphene oxide

Yushi Liu, Kunyang Yu, Mingjun Xie, Shuang Lu, Yingzi Yang, Hui Wang, Hanxi Jia

INTERNATIONAL JOURNAL OF ENERGY RESEARCH (2020)

Article Construction & Building Technology

Cement-based composite with humidity adsorption and formaldehyde removal functions as an indoor wall material

Qiang Ren, Zhiyong Zeng, Mingjun Xie, Zhengwu Jiang

CONSTRUCTION AND BUILDING MATERIALS (2020)

Article Construction & Building Technology

Investigation on the physical stability of calcium-silicate-hydrate with varying CaO/SiO2 ratios under cryogenic attack

Xinping Zhu, Zhengwu Jiang, Bei He, Chen Qian

CONSTRUCTION AND BUILDING MATERIALS (2020)

Article Construction & Building Technology

Effects of redispersible polymer powders on the structural build-up of 3D printing cement paste with and without hydroxypropyl methylcellulose

Yi Zhang, Zhengwu Jiang, Yanmei Zhu, Jie Zhang, Qiang Ren, Tao Huang

Summary: This study investigates the effects of different types of redispersible polymer powders on the structural build-up of 3D printing cement paste, showing that polymers with different compositions have varying impacts on the performance of cement paste, and hydroxypropyl methylcellulose (HPMC) also plays a role. The shape stability and printing efficiency of cement paste can be quantitatively characterized by limit layer thickness and printing velocity.

CONSTRUCTION AND BUILDING MATERIALS (2021)

Article Construction & Building Technology

Study on alkylsilane-incorporated cement composites: Hydration mechanism and mechanical properties effects

Mingjun Xie, Yijin Zhong, Zheng Li, Fanghua Lei, Zhengwu Jiang

Summary: The length of alkyl chain in silanes affects the hydration process and mechanical properties of cement, with shorter chain resulting in stronger retardation of hydration. Changes in porosity due to silane incorporation may also contribute to the decrease in mechanical properties. Additionally, SEM images reveal the formation of fiber-like needle products on the surface of hydrated cement, which are likely composed of specific types of silanes produced from the reaction between calcium hydroxide and silane.

CEMENT & CONCRETE COMPOSITES (2021)

Article Engineering, Multidisciplinary

A comprehensive nitrogen adsorption measurement on the pore structure of calcium-silicate-hydrate subjected to cryogenic attack

Xinping Zhu, Bei He, Mingjun Xie, Yi Zhang, Zhengwu Jiang

Summary: The study found that cryogenic attack may chemically transform the surface of calcium-silicate-hydrate (C-S-H), resulting in higher adsorbate attraction, with mesopores of C-S-H with high Ca/Si ratio better preserved. Moreover, the smaller micropores were more sensitive to cryogenic attack.

MEASUREMENT (2021)

Article Construction & Building Technology

Evaluating the stiffening effect of CSA and sodium carbonate on the printability of OPC mortar

Zhengwu Jiang, Qian Yang, Yanmei Zhu, Yi Zhang, Qiang Ren

Summary: This paper examines the printability of ordinary Portland cement mortar with calcium sulphoaluminate cement as the stiffening control agent. The results show that the addition of calcium sulphoaluminate cement slightly decreases the initial flowability of the mortar and significantly increases the flowability loss with rest time. However, it improves the shape stability of the mortar and has a significant promotion on the growth of penetration resistance with time.

CONSTRUCTION AND BUILDING MATERIALS (2022)

Article Computer Science, Interdisciplinary Applications

Experimental investigations and nonlocal computational models of slurry infiltrated fiber concrete with CaCO3 whiskers

Shuai Zhou, Chong Wang, Chao Zhang, Yi Zhang

Summary: This study investigates the mechanical properties of cement-based materials reinforced with steel fibers and calcium carbonate whiskers. The results show that the use of the infiltration casting method can achieve high ductility in the slurry infiltrated fiber concrete (SIFCON) with a steel fiber content of 12.2%. The addition of calcium carbonate whiskers improves the tensile and compressive properties of the specimens. A nonlocal model is developed to quantify the influence of calcium carbonate whiskers on the performance of SIFCON.

ENGINEERING WITH COMPUTERS (2023)

Article Engineering, Multidisciplinary

Upscaling degradation of cementitious calcium (aluminate) silicate hydrate upon ultra-low temperature attack: A multiscale insight and a bottom-up enhancement route

Xinping Zhu, Qiang Ren, Bei He, Hongen Zhang, Zhengwu Jiang

Summary: This study reveals the structural stability of C-(A)-S-H under ultra-low temperature attack and evaluates the role of aluminum as an enhancement strategy for C-S-H. The results show that ultra-low temperature can deteriorate C-(A)-S-H structure, but the incorporation of aluminum positively stabilizes it. The study provides a multiscale view to understand the degradation of concrete composites upon ultra-low temperature attack.

COMPOSITES PART B-ENGINEERING (2022)

Article Construction & Building Technology

Flexural performance and patterns identification of UHPC subjected to alternating elevated and cryogenic attacks with acoustic emission characterization

Hongen Zhang, Bei He, Xinping Zhu, Qingyuan Wang, Zhengwu Jiang

Summary: This study investigates the flexural performance of ultra-high-performance concrete (UHPC) under a simulated lunar ground temperature environment and characterizes the cracking behavior using acoustic emission (AE) technique. The results show that UHPC specimens exposed to the alternating elevated and cryogenic attack (AECA) still exhibit superior flexural performance. Tensile cracks are mainly generated by the failure of cement matrix, while shear cracks are mainly attributed to the debonding and pull-out behavior of steel fibers from the matrix. AECA exhibits a dual effect on the flexural performance of UHPCs, with a competitive relationship between enhancement and deterioration effects.

CONSTRUCTION AND BUILDING MATERIALS (2023)

Article Construction & Building Technology

Durability of low-carbon geopolymer mortar: Different responses to cryogenic attack caused by water content and freeze-thaw mediums

Hongen Zhang, Prabir Kumar Sarker, Li Xiao, Jinhua Ai, Bei He, Qiang Ren, Xinping Zhu, Yi Zhang

Summary: The influence of water content and freeze-thaw medium on the durability of low-carbon geopolymer mortar (LCGM) subjected to cryogenic attack was evaluated. The results showed that water-saturated LCGMs in air freeze-thaw medium experienced a mass loss, while other specimens exhibited different degrees of mass increase. The compressive strength of water-saturated LCGMs decreased while the others slightly increased in air freeze-thaw medium. LCGMs exhibited a significant decrease in compressive strength in water freeze-thaw medium.

CEMENT & CONCRETE COMPOSITES (2023)

暂无数据