Research article Topical Sections

Optimization of Bentocrete parameters using Response Surface Methodology (RSM)

  • Received: 25 January 2021 Accepted: 17 March 2021 Published: 23 March 2021
  • The present study aims at the influence of water/cement (W/C) ratio on workability, compressive strength, and durability, and microstructure of concrete by partial replacement of cement with bentonite (Bentocrete). The model development with the help of the matrix design was carried out using Response Surface Methodology (RSM). Scanning Electron Microscope (SEM) and X-ray diffraction used for assessment of bentonite microstructure. The variables in this research were water/cement (W/C) ratio and percentage of bentonite replacement. The W/C ratio was varied between 0.60 and 0.70; 0%, 10%, 20% and 30% of cement were substituted with bentonite. The responses (slump value, compaction factor, compressive strength (28 d), split tensile strength, flexural strength and charge passed through concrete (28 d) were assayed for all mixes. Design Expert 11.0 version was utilized for optimization using RSM. Bentonite's high-water absorption capacity decreased the workability as the OPC percentage decreased in the Bentocrete. The result has shown that the compressive strength, split tensile strength, and flexural strength of Bentocrete has decreased to 80% replacement of bentonite with OPC, increasing beyond that. This decrease is due to bentonite's pozzolanic reactivity. The durability of Bentocrete improved up to 20% replacement of OPC with bentonite. The increase is might be due to the pore filling effect, bentonite particles occupy the voids created by OPC since the particles of bentonite were finer than OPC. The models generated from RSM are valid with statistical significance in all the factors considered. 9.91% of the cost can be cut down at 80% cement substitution. The optimum solution with a desirability of 0.881 was obtained with 3.92% of bentonite substitution and 0.62 W/C ratio. The intended Bentocrete can be utilized in low-cost concrete production.

    Citation: M. Achyutha Kumar Reddy, V. Ranga Rao, K. Naga Chaitanya, Veerendrakumar C. Khed. Optimization of Bentocrete parameters using Response Surface Methodology (RSM)[J]. AIMS Materials Science, 2021, 8(2): 221-246. doi: 10.3934/matersci.2021015

    Related Papers:

    [1] Vo Thi Nhu Uyen, Nguyen Hong Son . Improving accuracy of surface roughness model while turning 9XC steel using a Titanium Nitride-coated cutting tool with Johnson and Box-Cox transformation. AIMS Materials Science, 2021, 8(1): 1-17. doi: 10.3934/matersci.2021001
    [2] Ayumu Yasue, Keita Hayashi, Shogo Yamamoto, Toshitsugu Inukai, Shigeru Fujimori . Influence of concrete bleeding due to mix proportion on the drilling speed of hardened surface layer. AIMS Materials Science, 2021, 8(3): 486-500. doi: 10.3934/matersci.2021030
    [3] Alexandre Lavrov, Elvia Anabela Chavez Panduro, Kamila Gawel, Malin Torsæter . Electrophoresis-induced structural changes at cement-steel interface. AIMS Materials Science, 2018, 5(3): 414-421. doi: 10.3934/matersci.2018.3.414
    [4] Bauyrzhan Rakhadilov, Lyaila Bayatanova, Sherzod Kurbanbekov, Ravil Sulyubayev, Nurdaulet Shektibayev, Nurbol Berdimuratov . Investigation on the effect of technological parameters of electrolyte-plasma cementation method on phase structure and mechanical properties of structural steel 20X. AIMS Materials Science, 2023, 10(5): 934-947. doi: 10.3934/matersci.2023050
    [5] Mohamed Samy El-Feky, Passant Youssef, Ahmed El-Tair, Mohamed Serag . Indirect sonication effect on the dispersion, reactivity, and microstructure of ordinary portland cement matrix. AIMS Materials Science, 2019, 6(5): 781-797. doi: 10.3934/matersci.2019.5.781
    [6] M. P. Lavin-Lopez, L. Sanchez-Silva, J. L. Valverde, A. Romero . CVD-graphene growth on different polycrystalline transition metals. AIMS Materials Science, 2017, 4(1): 194-208. doi: 10.3934/matersci.2017.1.194
    [7] Jing Chen, Ben J. Hanson, Melissa A. Pasquinelli . Molecular Dynamics Simulations for Predicting Surface Wetting. AIMS Materials Science, 2014, 1(2): 121-131. doi: 10.3934/matersci.2014.2.121
    [8] Temitope Awolusi, Marc Azab, Oussama Accouche, Precious Ajayi, Emeka Nnochiri . Effect of binder-aggregate ratio and glass powder on the performance of concrete cured in different media. AIMS Materials Science, 2025, 12(1): 68-84. doi: 10.3934/matersci.2025006
    [9] Marta Perez, Anais Barasinski, Benoit Courtemanche, Chady Ghnatios, Francisco Chinesta . Sensitivity thermal analysis in the laser-assisted tape placement process. AIMS Materials Science, 2018, 5(6): 1053-1072. doi: 10.3934/matersci.2018.6.1053
    [10] Lu Liao, Guo Li, Junjie Zhang . Experimental investigation of cutting parameters dependence in diamond turning of monocrystalline silicon. AIMS Materials Science, 2019, 6(5): 635-645. doi: 10.3934/matersci.2019.5.635
  • The present study aims at the influence of water/cement (W/C) ratio on workability, compressive strength, and durability, and microstructure of concrete by partial replacement of cement with bentonite (Bentocrete). The model development with the help of the matrix design was carried out using Response Surface Methodology (RSM). Scanning Electron Microscope (SEM) and X-ray diffraction used for assessment of bentonite microstructure. The variables in this research were water/cement (W/C) ratio and percentage of bentonite replacement. The W/C ratio was varied between 0.60 and 0.70; 0%, 10%, 20% and 30% of cement were substituted with bentonite. The responses (slump value, compaction factor, compressive strength (28 d), split tensile strength, flexural strength and charge passed through concrete (28 d) were assayed for all mixes. Design Expert 11.0 version was utilized for optimization using RSM. Bentonite's high-water absorption capacity decreased the workability as the OPC percentage decreased in the Bentocrete. The result has shown that the compressive strength, split tensile strength, and flexural strength of Bentocrete has decreased to 80% replacement of bentonite with OPC, increasing beyond that. This decrease is due to bentonite's pozzolanic reactivity. The durability of Bentocrete improved up to 20% replacement of OPC with bentonite. The increase is might be due to the pore filling effect, bentonite particles occupy the voids created by OPC since the particles of bentonite were finer than OPC. The models generated from RSM are valid with statistical significance in all the factors considered. 9.91% of the cost can be cut down at 80% cement substitution. The optimum solution with a desirability of 0.881 was obtained with 3.92% of bentonite substitution and 0.62 W/C ratio. The intended Bentocrete can be utilized in low-cost concrete production.



    1. Introduction

    The ability of environmental scientists to collect and analyze data across large spatial scales is clearly limited, especially given rapid environmental change. A trained workforce of volunteers can be a means to further the reach of environmental scientists. It is clear that there is potential for engaging the public as a means for scientists and resource managers to expand their capacity to collect data [1, 2].

    Citizen science programs are defined as projects that enable public participation in authentic research. Bonney et al. describe three models of citizen science [3]. In the contributory model, scientists often initiate the project and capitalize on an expanded volunteer workforce to generate data that are often published in the primary, peer-reviewed literature. In the collaborative model, participants have the opportunity to participate in data analysis and interpretation, and in the co-created model, participants have the opportunity to engage as scientists would and develop ownership over the project [3], and expanded in [4]. Further, while scientists and resource professionals may engage volunteers out of a desire to grow a dataset beyond that in which they are capable of collecting themselves, they may also be interested in broader impacts. Participants have been shown to increase their understanding on the underlying science behind environmental issues [5, 6, 7]. Additionally when considering environmental issues, citizen science initiatives can successfully promote civic engagement [8]. Citizen groups have also played a role in shaping environmental policy [9, 10] and may translate into increased socio-ecological resilience [11].

    Given these potential benefits of citizen science programs, it is worthwhile for environmental scientists to ask whether the data are reliable and accurate. Certainly concern over data quality exists and not all tasks are necessarily suitable for volunteers [12]. Many studies, however, are able to show accuracy through data validation measures (e.g., plant related citizen science projects [11, 13]). Perhaps a more important question is to consider the extent to which citizen science can improve environmental scientific research.

    In this paper, we compare two data sets: one collected by experts and one where expert data are combined with volunteers. First, we describe how we were able to collect data to test the hypothesis: Weedy plant invasion on trails is associated with invasion off trails. Next, we use this context to highlight critical issues in the use of non-expert volunteers in environmental monitoring citizen science.

    2. Project Context

    In native ecosystems, invasive plants can pose a serious threat to biodiversity. The presence of many invasive plant species in the United States is known, however, knowledge of their distribution in the northeast in relatively scant [14]. Natural resource managers and policy-makers are limited in their ability to respond to issues concerning invasive plants, as well as establish policies and regulations intended to limit further spread of invasives because of this deficiency. This project set out to learn more about invasive plants in forested parkland in the Highlands physiographic province along the border between New Jersey and New York. The areas in this study include Harriman and Near Mountain State Parks in New York, a series of parks in the Ramapo Mountains in New Jersey, and other nearby protected lands. This study area is within the Highland geomorphic province (based on Precambrian granitic gneisses and schists), and are included within the Hudson Highlands ecozone, a largely hardwood region recognized for its high biodiversity, rare species habitats, and conservation value.

    Plant distribution on-trail and off-trail were compared to test the hypothesis that trails were positively associated with invasive plant species distribution. Trained graduate students completed off-trail transects. For logistical purposes, using volunteers for on-trail (versus off-trail) sampling was preferred by park managers and allowed for us to test hypotheses about volunteer participation in this project.

    3. Methods

    3.1. Volunteers recruitment and training

    In February of 2006, 2007, 2008, and 2009, volunteers from the New York-New Jersey Trail Conference (NYNJTC) were recruited (58, 35, 26, and 24 individuals respectively). We chose to work with the NYNJTC because these individuals were already hiking in the region of interest. The volunteers were recruited via email sent to the entire membership of about 10, 000 individuals and 100 clubs, and no material incentives were offered. Volunteers were accepted if they could undertake the hiking and attend the training sessions. Those volunteers that wished to participate in subsequent years from 2006 were allowed to, but their data was excluded because of the likelihood their abilities increased.

    The authors led one all-day training session that volunteers attended in early June, followed by a ‘debriefing’ session after volunteers collected their data in early July. Participants were given background information about the ecology and impacts of invasive species at the training session. Volunteers also received hands-on species identification training for a target list of invasive plants (22 species in 2006, but reduced to 12 in 2007, and 13 in 2008 and 2009, therefore we restrict our analysis to 13 species. Table 1). Volunteers were instructed to scan in a stratified manner from canopy to ground for the categorized target plants in four groups: trees, shrubs, vines, and herbs. Volunteers were provided with a field ID guide created for the project and were trained in field-based semi-quantitative data collection protocol.

    Table 1. Targeted species name and abundance for the citizen science program. More information about these data can be found in Jordan et al. 2012
    Common Name Species No. of validated sightings
    Japanese barberry Berberis thunbergii 343
    Japanese stiltgrass Microstegium vimineum 218
    Multiflora rose Rosa multiflora 85
    Garlic mustard Alliaria petiolata 81
    Oriental bittersweet Celastrus orbiculatus 79
    Wineberry Rubus phoenicolasius 48
    Tree of heaven Ailanthus altissima 47
    Japanese angelic tree Aralia elata 37
    Burning bush Euonymus alata 30
    Norway maple Acer platanoides 24
    Mile a minute Persicaria perfoliata 24
    Swallow wort Cynachum louiseae 14
    Japanese honeysuckle Lonicera japonica 6
     | Show Table
    DownLoad: CSV

    3.2. Invasive plant collection

    The following protocol was created by JE for previous studies and was replicated here for comparison to previous work. Volunteers collected data in pairs and each pair was assigned a 2 miles (~ 3.2 km) length of trail to survey. The volunteer pairs hiked an assigned stretch of the trail, stopping every 0.1 mile (0.16 km) to record presence and abundance of target species as well as collect samples when they first encountered a target species. Volunteers surveyed approximated 150 miles (~ 241 km) of trails. Volunteers were instructed not to leave the trail and scan for target species in two zones on the right and left sides of the trail at each stop. This trailside zone was 6 feet (1.83m) by 20 feet (6.10m) estimated by volunteers in 2006, but delineated with rope in the following three years. Relative abundances were estimated as ‘few’, ‘some’, or ‘many’ by volunteers. Volunteers were provided with bags and labeling stickers for collecting samples on trail, and a plant press for sample preservation. Volunteers were trained in sample preservation and samples were returned to the authors in the press.

    3.3. Reliability of volunteer data

    Multiple methods were used to assess the accuracy of volunteer-generated data: 1) Pressed samples to test species recognition, 2) trail-point validation to measure volunteer accuracy on trails, 3) common trail data collection to measure the repeatability of volunteer-generated data. Volunteer accuracy is discussed at length in [11]; below we summarize our methods of doing so.

    1) Pressed Samples. Authors assessed accuracy of specimen reporting by volunteers.

    2) Trail Point Validation. Data collected by volunteers at a subset of points were compared with data collected by three pairs of specially trained staff, henceforth referred to as ‘validators’, and used to assess volunteer ability to detect target plants and estimate abundance along trails. Validators assisted with training and have well-developed and specialized skill for identifying the target plants. High repeatability in validator-generated data, coupled with much higher variability in volunteer data gives us confidence that we can use validator-generated data as an acceptable standard by which to measure accuracy. In 2006, 30% of volunteer collected data were validated, and roughly 50% were validated in 2007, 2008, and 2009.

    3) Common Validation Trail. To examine repeatability of volunteer-produced data we had all volunteers collect data along 1 mile (1.6km) ‘validation’ trails that were explicitly marked at 11 points each. Separate trails were used for NJ and NY volunteers in 2006 and 2008, except a single trail in 2007 and 2009, where the most experienced validator team surveyed the trails, and we used that team's data as the standard. An accuracy score was calculated for each sampling volunteer pair on both the experimental trail and validation trail.

    Our volunteer data produced accurate results when inspecting plant pressed specimens, N = 70, only two species were occasionally misidentified [11]. Given the high level of sites without plants, volunteers were 97.3% accurate on the trail point validation, and volunteers were only about 15% less accurate than the professionals on the validation trail [11]. Once we were confident that we had a reliable dataset, we generated a level of invasion metric by which on trail and off trail data could be compared.

    This invasion metric was computed by using the mean abundance for each species along a particular trail section that had at least 11 observations of that plant species (i.e., at each point where the volunteers stopped to collect data). Off trail data were collected by a single highly trained expert along a transect perpendicular to the trail originating 25m beyond trail locations. For this, there were four locations along that transect were averaged in terms of species abundance. These data, when in sufficient numbers, were compared using a Pearson’s correlation statistic (Minitab 16, Minitab, Inc. ) by plant species. This analysis was conducted on the combined expert (N = 30) and citizen collected (N= 41) data set and the expert data set alone. That is to say, the on trail expert only and the on trail combined data were each separately compared with the expert off trail data in the correlation analysis.

    4. Results

    Of the plant species surveyed, only four were present in high enough frequency to compare data on and off trail. Some species simply lacked both positive on and off trail observations and others lacked positive off trail observations or positive on trail observations, but not both. All other correlations were not able to be computed because of insufficient sample size. In Table 2, we present data for each data set (total data and expert only). Note that these were among the most common species found in the study site (Table 1). While the correlations are near significance or are significant at the (a = 0.05) level, they are low (i.e., r ranging from 0.219-0.318) in the total dataset with roughly 50-60% of the variation in the data being explained by the relationship between on trail and off trail data. Interesting, however, is the variation in results in the expert only data set. Recall the expert data set is smaller (N = 30). Further inspection into both data sets indicate that there are still a great number of no sightings on and off trail, which could lend itself to results that are due to chance alone.

    Table 2. Below are the four species for which a sufficient number of observations were made to calculate Pearson’s r. For the two on trail data sets calculated (total data, which equals high performing volunteers and experts, and expert only), r is given as a correlation with off trail data. Associated p-values are in parentheses. In bold are significant correlations. For the four species listed below, there is some evidence to suggest off trail presence/absence is associated with on trail presence/absence
    ** Not enough observations made
    Plant Total Data Expert Only
    Japanese Barberry 0.318 (p = 0.009) 0.189 (p = 0.344)
    Oriental Bittersweet 0.219 (p = 0.095) 0.476 (p = 0.014)
    Japanese Angelic Tree 0.247 (p = 0.066) **
    Wineberry 0.272 (p = 0.042) 0.466 (p = 0.019)
     | Show Table
    DownLoad: CSV

    5. Discussion

    In this paper, we tested the hypothesis that trails correlated with an increase in plant invasion in off trail locations using two data sets, one with expert data only and the other including citizen volunteers. Only with the inclusion of volunteer data, were we confident that we had a sufficient sample size to test our ideas. It appears that off trail abundance of only a few targeted invasive species are positively correlated with on trail abundance.

    We found that some species lacked only sufficient positive off trail observations. This could be caused through a few mechanisms: 1) something about trails makes them a suitable habitat for being invaded by this species but not off trail, or 2) trails may be allowing invasives into what would otherwise be uninvaded forest (from that individual species' perspective) and we may be catching the invasion relatively early (thus we would expect spread to off trail sites later). Others as mentioned above had enough positive data on and off trail and of these, all had a significant or almost significant relationships between on and off trail level of invasion. Several hypotheses remain to be tested and different species may not be affected by similar mechanisms. Hypotheses include 1) invaders may not discriminate between on and off trail (e.g., Japanese Barberry because of bird dispersal) or 2) trails may be allowing invasives into what would otherwise be uninvaded forest (from that individual species' perspective) and we may be catching the invasion relatively late (thus already see spread to off trail sites).

    More importantly, however is that our data support the notion that volunteer participation can enhance data generated by scientists alone. The combined trail length surveyed was clearly beyond that which project personnel could have completed alone. When looking at our data, one may be inclined to disregard the volunteer included data because of the different results. However, when the smaller data set was inspected, it was clear that insufficient observations could result in spurious conclusions. When the greater data set is inspected, there are more data points, which are evenly distributed. Plus, we were able to use biological information regarding habitat requirements to help us consider which data may be more accurate. The additional data were necessary for us to test our hypothesis regarding on and off trail species abundance.

    The volunteer monitoring efforts allowed us to determine that certain species, though abundant, are simply not present in the understory off trails (e.g., Japanese Stilt Grass, Multiflora Rose, Garlic Mustard). Volunteer effort has also helped generate new hypothesis regarding past land use, trail placement, and trailside disturbance regimes that may be associated with invasive plant species. Data collected from our project has enabled us to create better profiles of likely understory invaders in Northeastern US forests. Here are three examples: Japanese barberry, which was one of our most common invasive plants and had a significant correlation with off trail abundance is likely spread by bird consumption which does not follow trails. Wineberry, is often spread by birds and mammals, the latter of which, use trails and could be source of spread. The latter of the two prefer at least low light which can help to reduce likelihood in dense cover. Barberry, however, can thrive in a number of habitats.

    An additional 60% of trails were able to be surveyed by volunteers. The increase of 41 trails would be equivalent to 41 days of labor. At 6 hours per day and the going rate of 22perhourforecologyfieldassistancehereinNJ,5412 dollars would be needed to cover this expense. Whereas a single day of scientist time would cost only $375 and this would be devoted to volunteer training. Finding volunteers was relatively easy, because we partnered with an organization in which the volunteers were already engaged in the target activity. In addition to gathering the necessary data, volunteers were able to enjoy benefits in learning and becoming more environmentally aware [11].

    This study can provide insight for future monitoring programs. A number of tradeoffs exist when engaging volunteers in projects like ours. A considerable amount of thought and effort is necessary to ensure data validation measures. The three measures described above required additional thought and personnel hours. Certain tasks, such as hiking off trail were simply not amenable to volunteers with only minimal training, again requiring experts to also hike into some of the regions. Finally, volunteers were better at identifying certain plants than others, and are likely to be less useful when considering rarer plants (see [11] for data and further discussion).

    Other projects with more specific and detailed data collection protocols may create greater data uncertainty using volunteers. This uncertainty may lead to considerably more effort on the part of the scientists and volunteer trainers. It may also be difficult to gather volunteers without the help of an organization or using tasks that are commonly conducted by public audiences (e.g., hiking). When conditions are right, however, environmental scientists may find that volunteers can provide additional and necessary data with minimal costs. And in our case, a relatively easy training protocol that has been validated can be used as part of greater monitoring efforts. Such an outcome is especially desirable in current times of rapid global change.

    Acknowledgements

    Funding was made possible through the USDA CSREES # 05-2221 and all work was conducted in accordance to Institutional Review Board policy. We thank Ed Goodell and the people of the NY-NJ Trail Conference. Additionally, we thank Kristen Ross, David Mellor, and Edwin McGowan. We give a special thanks to our numerous volunteers. Finally, we dedicate the manuscript to Joan Ehrenfeld, a fine scholar, mentor, and most importantly, friend.

    Conflict of Interest

    All authors declare no conflicts of interest in this paper.



    [1] Zeng Q, Li K, Fen-Chong T, et al. (2012) Determination of cement hydration and pozzolanic reaction extents for fly-ash cement pastes. Constr Build Mater 27: 560-569. doi: 10.1016/j.conbuildmat.2011.07.007
    [2] Heikal M, Eldidamony H, Helmy IM, et al. (2003) Pozzolanic activity of fly ash. Silic Ind 68: 111-117.
    [3] Mirza J, Riaz M, Naseer A, et al. (2009) Pakistani bentonite in mortars and concrete as low cost construction material. Appl Clay Sci 45: 220-226. doi: 10.1016/j.clay.2009.06.011
    [4] Memon SA, Arsalan R, Khan S, et al. (2012) Utilization of Pakistani bentonite as partial replacement of cement in concrete. Constr Build Mater 30: 237-242. doi: 10.1016/j.conbuildmat.2011.11.021
    [5] Ahmad S, Barbhuiya SA, Elahi A (2011) Effect of Pakistani bentonite on properties of mortar and concrete. Clay Miner 46: 85-92. doi: 10.1180/claymin.2011.046.1.85
    [6] Masood B, Elahi A, Barbhuiya S, et al. (2020) Mechanical and durability performance of recycled aggregate concrete incorporating low calcium bentonite. Constr Build Mater 237: 117760. doi: 10.1016/j.conbuildmat.2019.117760
    [7] Siddique R (2014) Utilization of industrial by-products in concrete. Procedia Eng 95: 335-347. doi: 10.1016/j.proeng.2014.12.192
    [8] Nizar K, Kamarudin H, Idris MS, et al. (2007) Pysical, chemical & mineralogical properties of fly-ash. J Nucl Rela Technol 4: 47-51.
    [9] Cinku K, Karakas F, Boylu F (2014) Effect of calcinated magnesite on rheology of bentonite suspensions. Magnesia-bentonite interaction. Physicochem Probl Mi 50: 453-466.
    [10] Shabab ME, Shahzada K, Gencturk B, et al. (2016) Synergistic effect of fly ash and bentonite as partial replacement of cement in mass concrete. KSCE J Civ Eng 20: 1987-1995. doi: 10.1007/s12205-015-0166-x
    [11] Latawiec R, Woyciechowski P, Kowalski K (2018) Sustainable concrete performance—CO2-emission. Environments 5: 27. doi: 10.3390/environments5020027
    [12] Murray HH (2006) Bentonite applications, Developments in Clay Science, Elsevier, 2: 111-130.
    [13] Government of India Ministry of Mines Indian Bureau of Mines (2015) Bentonite, Indian Minerals Yearbook 2013, 52 Eds.
    [14] Reddy MAK, Rao VR (2019) Utilization of Bentonite in concrete: A review. IJRTE 7: 541-545.
    [15] Khushnood RA, Rizwan SA, Memon SA, et al. (2014) Experimental investigation on use of wheat straw ash and Bentonite in self-compacting cementitious system. Adv Mater Sci Eng 2014: 832508. doi: 10.1155/2014/832508
    [16] Afzal S, Shahzada K, Fahad M, et al. (2014) Assessment of early-age autogenous shrinkage strains in concrete using bentonite clay as internal curing technique. Constr Build Mater 66: 403-409. doi: 10.1016/j.conbuildmat.2014.05.051
    [17] Man X, Aminul Haque M, Chen B (2019) Engineering properties and microstructure analysis of magnesium phosphate cement mortar containing bentonite clay. Constr Build Mater 227: 116656. doi: 10.1016/j.conbuildmat.2019.08.037
    [18] Reddy GVK, Rao VR, Reddy MAK (2017) Experimental investigation of strength parameters of cement and concrete by partial replacement of cement with Indian calcium bentonite. Int J Civ Eng Technol 8: 512-518.
    [19] Wei J, Gencturk B (2019) Hydration of ternary Portland cement blends containing metakaolin and sodium bentonite. Cem Concr Res 123: 105772. doi: 10.1016/j.cemconres.2019.05.017
    [20] Şimşek B, Iç YT, Şimşek EH, et al. (2014) Development of a graphical user interface for determining the optimal mixture parameters of normal weight concretes: A response surface methodology based quadratic programming approach. Chemometr Intell Lab 136: 1-9. doi: 10.1016/j.chemolab.2014.05.001
    [21] Neville AM (2009) Properties of Concrete, 2 Eds., Person Education Limited.
    [22] Javed U, Khushnood RA, Memon SA, et al. (2020) Sustainable incorporation of lime-bentonite clay composite for production of ecofriendly bricks. J Clean Prod 263: 121469.
    [23] Divyana R (2015) An experimental study on concrete using bentonite and steel slag. National Conference on Research Advances in Communication, Computation, Electrical Science and Structures.
    [24] Chamundeeswari J (2012) Experimental study on partial replacement of cement by bentonite in paverblock. Int J Eng Trends Technol 3: 41-47.
    [25] Ahad MZ, Ashraf M, Kumar R, et al. (2018) Thermal, physico-chemical, and mechanical behaviour of mass concrete with hybrid blends of bentonite and fly ash. Materials 12: 60. doi: 10.3390/ma12010060
    [26] Adeboje AO, Kupolati WK, Sadiku ER, et al. (2020) Experimental investigation of modified bentonite clay-crumb rubber concrete. Constr Build Mater 233: 117187. doi: 10.1016/j.conbuildmat.2019.117187
    [27] Chandrakanth M, Rao NPC, Rao KS (2016) Experimental studies on concrete with Bentonite as mineral admixture. GRD J 1: 7-10.
    [28] Karthikeyan M, Ramachandran PR, Nandhini A, et al. (2015) Application on partial substitute of cement by bentonite in concrete. Int J ChemTech Res 8: 384-388.
    [29] Sudheer KS, Kumar PPS, Reddy MAK, et al. (2017) A study on durability of concrete by partial replacement of cement with bentonite. Int J ChemTech Res 10: 898-904.
    [30] Karunarathne VK, Paul SC, Šavija B (2019) Development of nano-SiO2 and Bentonite-based mortars for corrosion protection of reinforcing steel. Materials 12: 2622. doi: 10.3390/ma12162622
    [31] Xie Y, Li J, Lu Z, et al. (2018) Effects of bentonite slurry on air-void structure and properties of foamed concrete. Constr Build Mater 179: 207-219. doi: 10.1016/j.conbuildmat.2018.05.226
    [32] Klaus H, Oscar K (2018) Design and Analysis of Experiments, New York: John Wiley & Sons.
    [33] Mohammed BS, Liew MS, Alaloul WS, et al. (2018) Properties of nano-silica modified pervious concrete. Case Stud Constr Mater 8: 409-422.
    [34] Sun Y, Yu R, Shui Z, et al. (2019) Understanding the porous aggregates carrier effect on reducing autogenous shrinkage of Ultra-High Performance Concrete (UHPC) based on response surface method. Constr Build Mater 222: 130-141. doi: 10.1016/j.conbuildmat.2019.06.151
    [35] Ferdosian I, Camões A (2017) Eco-efficient ultra-high performance concrete development by means of response surface methodology. Cem Concr Compos 84: 146-156. doi: 10.1016/j.cemconcomp.2017.08.019
    [36] Ghafari E, Costa H, Júlio E (2014) RSM-based model to predict the performance of self-compacting UHPC reinforced with hybrid steel micro-fibers. Constr Build Mater 66: 375-383. doi: 10.1016/j.conbuildmat.2014.05.064
    [37] Mohammed BS, Adamu M, Liew MS (2018) Evaluating the effect of crumb rubber and nano silica on the properties of high volume fly ash roller compacted concrete pavement using non-destructive techniques. Case Stud Constr Mater 8: 380-391.
    [38] Mohammed BS, Achara BE, Liew MS, et al. (2019) Effects of elevated temperature on the tensile properties of NS-modified self-consolidating engineered cementitious composites and property optimization using response surface methodology (RSM). Constr Build Mater 206: 449-469. doi: 10.1016/j.conbuildmat.2019.02.033
    [39] Gao Y, Xu J, Luo X, et al. (2016) Experiment research on mix design and early mechanical performance of alkali-activated slag using response surface methodology (RSM). Ceram Int 42: 11666-11673. doi: 10.1016/j.ceramint.2016.04.076
    [40] Long X, Cai L, Li W (2019) RSM-based assessment of pavement concrete mechanical properties under joint action of corrosion, fatigue, and fiber content. Constr Build Mater 197: 406-420. doi: 10.1016/j.conbuildmat.2018.11.157
    [41] Montgomery DC (2017) Design and Analysis of Experiments, John Wiley & Sons.
    [42] Kadar JMA, Dhanalakshmi G (2016) Experimental investigation on concrete by partial replacement on cement by bentonite and coarse aggregate by steel slag. IJIRSET 5: 10302-10309.
  • This article has been cited by:

    1. Maarten de Groot, Michael J. O. Pocock, Jochem Bonte, Pilar Fernandez-Conradi, Elena Valdés-Correcher, Citizen Science and Monitoring Forest Pests: a Beneficial Alliance?, 2022, 9, 2198-6436, 15, 10.1007/s40725-022-00176-9
  • Reader Comments
  • © 2021 the Author(s), licensee AIMS Press. This is an open access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0)
通讯作者: 陈斌, bchen63@163.com
  • 1. 

    沈阳化工大学材料科学与工程学院 沈阳 110142

  1. 本站搜索
  2. 百度学术搜索
  3. 万方数据库搜索
  4. CNKI搜索

Metrics

Article views(3710) PDF downloads(292) Cited by(12)

Article outline

Figures and Tables

Figures(21)  /  Tables(13)

/

DownLoad:  Full-Size Img  PowerPoint
Return
Return

Catalog