Cracking tendency is one of the important performances of dry-mixed plastering mortar (DMPM). Environmental condition is a key factor to affect the cracking tendency of DMPM. For the purpose of evaluating the cracking resistance of DMPM and revealing the influence of environmental conditions on the cracking tendency of DMPM, a series of experiments were performed on restriction-induced cracking behaviors as well as free shrinkage, water loss, and mechanical properties of DMPM. The restricted shrinkage tests were based on ring tests and plate experiments. The results showed that the initial drying age exhibits significant influence on the cracking tendency of DMPM, and there was a stress balance period when the initial drying age was 2 days. But, the phenomena cannot be observed when the initial age was 3 d, 5 d, and 7 d. In order to eliminate the cracking tendency of DMPM, it should avoid water loss from the plaster layer during construction in practical engineering, especially, before initial drying ages.
Compared with traditional plaster mortars, dry-mixed plaster mortar (DMPM) is a more environmentally friendly building material by reducing air pollution and waste production on construction sites. It can reduce carbon dioxide emissions, help the construction site keep clean, and allow for more flexibility in storage space for materials while reducing cement redundancy after the cement finishing is completed. Moreover, this new and advanced construction material is convenient to deploy and transport, delivers product with stable quality, helps us to facilitate construction, and saves materials [
Currently, many investigators focus on revealing the mechanisms of cracking by several kinds of experiments and developing prediction models of crack development [
In this paper, the ring tests were performed to qualitatively assess shrinkage and cracking tendency of DMPM under different environmental conditions, including different wind speed, types of subbase, and initial drying age. In addition, free shrinkage and tensile strength of DMPM specimens were performed with the same cross section in the same environmental condition.
Cement type used in this study is P·O 42.5 in accordance with Chinese GB 175-2007, and bentonite was used as a thickening powder agent. Grade I fly ash in accordance with Chinese GB/T 1596-2005 was employed as mineral admixture. The fineness modulus of natural river sand was 2.3, and the rate of water and dry material was 0.18. Table
Mix proportions of dry-mix plaster mortar (g).
Grade | Cement | Thickening powder | Fly ash | Water | Sand |
---|---|---|---|---|---|
DMPM 15 | 160 | 7 | 23 | 34.2 | 810 |
In order to study the relationship between drying shrinkage and water loss of mortar specimens, the free shrinkage and the water loss rate of a pyramid specimen were tested, respectively. The size of specimen was 40 mm × 40 mm × 160 mm. The specimens were placed in a 20 ± 2°C, 50 ± 5% RH environment at initial drying age.
It is generally known that the wind can promote water evaporation. In order to investigate the influence of wind environment on DMPM, the water loss rate of the pyramid prism specimen was tested under wind speed at 0 m/s, 4 m/s, and 8 m/s. Figure
Water loss rate test of the DMPM prism specimen.
Due to its practicability, and easy operation to measure strain or stress, the “ring test” was commonly used to assess the potential for shrinkage cracking. The device consists of a mortar ring specimen that was cast around a steel concentric ring [
This paper utilized the restrained ring test to gather information as internal stress development in the mortar system. Figure
Schematic diagram of the ring restraint test device.
The internal ring strain induced by the DMPM shrinkage was measured by 4 strain gauges, axisymmetrically fixed at the midheight of the inner surface of the metal rings (Figure
The ring specimen is shown in Figure
Distribution of internal stress and simplification for fracture analysis.
So, (
In this experiment, two identical specimens were conducted. In order to reduce friction between the subbase and the specimens, two layers of plastic film were covered on the upper surface of the subbase. The DMPM mixture was casted into the mould with two layers. And the specimens were placed in standard conditions (the constant temperature of test environment was 20 ± 2°C, and the relative humidity was 50 ± 5%) until the initial drying age of 2 d, 3 d, 5 d, and 7 d. Before the dry experiment being started, the specimen surface must be covered with moist layer of linen and stamped with plastic film to prevent moisture to loss. The next step was to remove the outer ring and to seal the outside of the specimen with aluminum foil to ensure that water loses only through the outer surface of the specimen. Then, samples began to dry.
The method of plate test was performed following “cement mortar crack resistance test method” (Chinese technical specification JC/T 951-2005). In order to study the influence of drying conditions on cracking tendency of DMPM, the specimens were exposed to ambient condition at the age of 1 d, 2 d, 3 d, 5 d, and 7 d. During the drying period, the direction of the wind from electric fan was parallel to the surface of the plate specimen. The wind speed in the specimen transverse centerline was 0 m/s, 4 m/s, and 8 m/s. At the same time, two 1000 W power halogen lamps were lighting for 4 h. After 24 h, the width and length of crack were measured and the crack index is calculated. The schematic diagram of the plate-restrained test is shown in Figure
Schematic diagram of the plate-restrained test.
Strength (compressive strength and flexural strength) characteristics of DMPM played a decisive role in its crack resistance. After an initial moist curing period of 1 d, 2 d, 3 d, 5 d, and 7 d, the development of compressive strength and flexural strength of DMPM was performed with the age increasing.
Figures
Flexural strength and compressive strength with different wind speeds. (a) 0 m/s. (b) 4 m/s. (c) 8 m/s.
In order to discuss water loss rate (WLR) laws and drying shrinkage characteristics of DMPM, we analyzed the relationship between water loss rules and drying shrinkage of DMPM by experiments.
During the drying process, the free and absorbed water is lost from DMPM. It affects the performance of DMPM. We investigated WLR under different curing conditions, including wind conditions and initial drying age. Figures
The water loss rate with different wind speeds. (a) 0 m/s. (b) 4 m/s. (c) 8 m/s.
Obviously, water loss rate, initial drying age, and wind conditions affect the drying shrinkage of DMPM. The curves of Figures
Water loss rate of DMPM with different moisture curing times. (a) 1 day. (b) 2 days. (c) 3 days. (d) 5 days. (e) 7 days.
In the early age, drying shrinkage of DMPM increased with age, and then the development of drying shrinkage slowed down. The rate of DMPM drying shrinkage was faster at initial age and then tended to be gentle. On the other hand, in the same wind speed, the later the initial drying age, the larger the drying shrinkage value of DMPM was, which was due to much more water lose, and the volume change was larger. But the effect was remarkable at drying age from 5th day to 20th day. And it was more obvious while the wind speed was 4 m/s and 8 m/s.
Obviously, the ring test can provide quantitative information on DMPM early age stress and cracking of DMPM. The tests showed that, firstly, under the same initial drying age, the greater the wind speed, the faster the development of the DMPM ring test strain was and the greater the restraint effect of the steel ring on the DMPM ring, the larger the tensile stress induced by drying shrinkage. The reason was that the water loss occurs earlier while DMPM is exposed in the dry environment, and the elastic modulus of DMPM ring was lower. The test results also showed that the drying shrinkage value that corresponds to the cracking moment was greater as the cracking age of the DMPM ring was delayed. Conversely, if the cracking age of the DMPM ring was earlier, the cracking stress of the DMPM ring was smaller. It indicated that the DMPM drying shrinkage deformation was smaller. It means that the anticrack performance is weak. Finally, under the same wind speed, the development rate of the tensile stress was smaller while the DMPM sample was exposed to the dry environment sooner.
Figure
Shrinkage stress with different moisture curing ages. (a) 2 days. (b) 3 days. (c) 5 days. (d) 7 days.
The cracking index data of flat test (Figure
The relationship between cracking index and initial drying age.
The aim of this experimental work was to study the influences of environment conditions on cracking tendency of DMPM. Relevant results were obtained during the experimentation: The steel ring restrained test is an effective experiment method to measure restrained stress and strain of DMPM. The ring tests showed that under the same initial drying age of DMPM, the greater the wind speed, the faster the development of the ring test strain was, and the greater the restraint effect of the steel ring on the ring test piece, the larger the tensile stress caused by the shrinkage was. If cracking age of circular test pieces was earlier, the DMPM drying shrinkage deformation was smaller. It means that the anticrack performance is weak. Under the same wind speed, the sooner the DMPM sample exposed to the dry environment, the smaller the development rate of the tensile stress is. The development of internal shrinkage stress of DMPM, which pieces were stored in dry environment after 2 day age curing in moisture condition, possessed a stress balance period and continued for some time The flat tests showed that the cracks produced more easily while the initial drying age of DMPM was earlier. The cracking index presented an exponential decay with age increasing in wind environment, but appeared linear attenuation in nonwind environment.
In summary, in order to eliminate cracking tendency of DMPM, it should avoid water loss from the plaster layer during construction in practical engineering, especially, before initial drying ages.
The authors declare that there are no conflicts of interest regarding the publication of this paper.
The authors gratefully acknowledge the financial support from the National Natural Science Foundation of China (Project nos. 51378471 and 51778583). They also thank everyone for providing assistance for this study. In addition, thanks are extended to everyone for their contributions to the experimental work.