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Relevant bibliographies by topics / Cement-treated base

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Academic literature on the topic 'Cement-treated base'

Author: Grafiati

Published: 4 June 2021

Last updated: 7 February 2022

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Journal articles on the topic "Cement-treated base"

1

Nusit, Korakod, and Peerapong Jitsangiam. "Damage Behavior of Cement-Treated Base Material." Procedia Engineering 143 (2016): 161–69. http://dx.doi.org/10.1016/j.proeng.2016.06.021.

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Mohammad, Louay N., Amar Raghavandra, and Baoshan Huang. "Laboratory Performance Evaluation of Cement-Stabilized Soil Base Mixtures." Transportation Research Record: Journal of the Transportation Research Board 1721, no. 1 (January 2000): 19–28. http://dx.doi.org/10.3141/1721-03.

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In-place cement-stabilized soils have served as the primary base material for the majority of noninterstate flexible pavements in Louisiana for many years. These materials are economically and easily constructed and provide outstanding structural characteristics for flexible pavements. However, these cement-treated materials crack due to shrinkage, with the cracks reflecting from the base to the surface. A laboratory study examined the performance of four different cement-stabilized soil mixtures recently used in the construction of test lanes at the Louisiana Pavement Testing Facilities. Laboratory tests included the indirect tensile strength and strain, unconfined compressive strength, and indirect tensile resilient modulus tests. The four mixtures were ( a) in-place-mixed cement-treated soil with 10 percent cement, ( b) plant-mixed cement-treated soil with 10 percent cement, ( c) plant-mixed cement-treated soil with 4 percent cement, and ( d) plant-mixed cement-treated soil with 4 percent cement and fiber reinforcement. The results indicated that there was no significant difference in performance between the plant-mixed and in-place-mixed cement-treated soil mixtures. The inclusion of fiber to the cement-treated soil mixture significantly increased the indirect tensile strain and the toughness index. Increases in compaction effort maintained or significantly increased the indirect tensile strength and unconfined compressive strength. Increases in curing period maintained or significantly increased indirect tensile and unconfined compressive strength as well as the resilient modulus of the mixtures.

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Xie, Jiawei, Limin Tang, Songtao Lv, Naitian Zhang, Tuo Huang, and Hongfu Liu. "Standardization of Fatigue Characteristics of Cement-Treated Aggregate Base Materials under Different Stress States." Applied Sciences 8, no. 9 (September 1, 2018): 1500. http://dx.doi.org/10.3390/app8091500.

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In this study, to decrease the evaluation uncertainty of the fatigue characteristics of cement-treated aggregate base materials under different test conditions, unconfined compressive, indirect tensile, flexural tensile strength tests and fatigue tests of these base materials with different cement content and at different curing times were carried out. The Weibull distribution was employed to analyze fatigue test results. The standardization model of fatigue characteristics for cement-treated aggregate base materials under different stress states was established. Based on the interval analysis theory, the fatigue characteristic model under different stress states was established using interval parameters. Results revealed that the curing time and cement content considerably affect the strength and fatigue characteristics of cement-treated aggregate base materials, and with increasing cement content and curing time, the fatigue resistance of cement-treated aggregate base materials can be improved. Clear differences between the fitting parameters a and b of the S-N fatigue equation of cement-treated aggregate base materials under different stress states were observed, which can be eliminated by using the analysis method based on the Weibull distribution and the standardization model, and a unified expression for the cement-treated aggregate base materials under different test conditions was realized. A Standardization model of fatigue characteristics based on the interval analysis new method could solve several problems such as inadequate sampling representation, low precision, and insufficient stability of test equipment; thus, the errors caused by materials, structures, the environment, and loads can be reduced, making the fatigue life interval more reasonable and scientific compared to the point numerical fatigue life. Regression parameters a and be were in intervals [9.0, 10.6] and [9.9, 11.3], respectively, and parameters a and b were similar, which improve the test accuracy and reduce the data error.

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Yu, Si Xin, Jin Cheng Wei, Xi Wei Li, and Shi Jie Ma. "Shrinkage Characteristics of Cement Treated Base Subjected to Thermal Coupled with Moisture in the Field." Applied Mechanics and Materials 361-363 (August 2013): 1621–24. http://dx.doi.org/10.4028/www.scientific.net/amm.361-363.1621.

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Shrinkage of semi-rigid materials like cement treated base subjected to thermal coupled with moisture has raised crack in semi-rigid base, which causes reflective crack in the asphalt concrete top layer. The deformation characteristics of cement treated base subjected to thermal coupled with moisture is researched through the strain acquired by the vibrating wire string gauge installed in the cement treated base while construction. And it is found that transverse deformation is larger than longitudinal strain which may raise greater stress in longitudinal direction as the restriction is stronger.

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Guthrie, W. Spencer, and Maile A. Rogers. "Variability in Construction of Cement-Treated Base Layers." Transportation Research Record: Journal of the Transportation Research Board 2186, no. 1 (January 2010): 78–89. http://dx.doi.org/10.3141/2186-09.

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Ismail, Amiruddin, Mojtaba Shojaei Baghini, Mohamed Rehan Karim, Foad Shokri, Ramez A. Al-Mansob, Ali Asghar Firoozi, and Ali Akbar Firoozi. "Laboratory Investigation on the Strength Characteristics of Cement-Treated Base." Applied Mechanics and Materials 507 (January 2014): 353–60. http://dx.doi.org/10.4028/www.scientific.net/amm.507.353.

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Cement-Treated Base (CTB) is a non-conventional method used in road bases materials to improve its engineering properties due to the hardening of cement when moisture is present and extends the period of curing times. This study investigates the effects of cement additive on properties of base layer using laboratory mechanistic evaluation of stabilized soil mixtures. Laboratory tests conducted were Unconfined Compressive Strength (UCS), Indirect Tension test for Resilient Modulus (ITRM) and Flexure Strength (FS) tests. The results revealed that by adding Portland cement, the mechanical properties of the mixture have improved where the UCS is found to be an important quality indicator. In addition, the variables that influenced these tests, which are cement content, curing time, moisture content, and dry density, play important role to determine the performance of CTB. This paper presents the finding of a correlation conducted to analyse the influences of these variables using regression and ANOVA to establish significant models with the aim of predicting the strength base on mixture parameters. Keywords: Cement-Treated Base, Unconfined Compressive Strength, Indirect Tension test for Resilient Modulus, Flexure Strength, Moisture Content, Dry Density, Regression Analysis.

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Hou, Xiao Ying, Peng Zhang, and Ming En Zhang. "Study on Fracture Toughness of Cement Treated Aggregate." Advanced Materials Research 280 (July 2011): 76–79. http://dx.doi.org/10.4028/www.scientific.net/amr.280.76.

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In order to investigate the effect of curing period and cement content of the specimen on fracture toughness of cement treated aggregate, a series of parametric tests have been conducted. By means of three-point bending method, the fracture toughness of cement treated aggregate was measured. In this study, four specimen curing periods (14 d, 28 d, 60 d and 90 d) and four different cement contents (4%, 5%, 6% and 7%) were used. The results indicate that the fracture toughness of cement treated aggregate is increasing with the increase of specimen curing period. Besides, with the increase of cement content, there is a tendency to decrease in the fracture toughness of cement treated aggregate. The higher cement content will be adverse to prevent the fine fissure inside cement treated aggregate base layer spreading further.

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Scullion, Tom, and Pat Harris. "Forensic Evaluation of Three Failed Cement-Treated Base Pavements." Transportation Research Record: Journal of the Transportation Research Board 1611, no. 1 (January 1998): 10–18. http://dx.doi.org/10.3141/1611-02.

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Three cement-treated base (CTB) pavements constructed around 1990 near Houston, Texas, showed severe pavement deterioration after 3 to 4 years. The unusual distress patterns included wheelpath alligator cracking and severe pumping. A forensic investigation was initiated to determine the cause and to recommend modifications to materials specification, design, and construction practices to avoid future problems. The primary cause was determined to be chemical deterioration that resulted in destruction of the cement matrix. In all cases water was trapped within the CTB layer. In two bases moisture flowed rapidly by capillary action through the CTB; these bases showed the most rapid deterioration. Water flow in one case was attributed to smectite clay contamination of the fine aggregate and in another to a highly absorptive sandstone coarse aggregate. Extensive ettringite was found in one material. In one case deterioration was caused by the growth of two phases exhibiting different morphologies: hydrated calcium aluminum silicate with a radiating needle morphology and ettringite, which showed a bladed morphology in these samples. Practical recommendations to prevent recurrence of the problem were ( a) moisture absorption as acceptance testing for coarse aggregate and ( b) elimination of designs placing different stabilized materials on top of one another. The laboratory suction test that was developed is recommended as a screening test for molded CTB specimens.

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Guthrie, W. Spencer, Tyler B. Young, Brandon J. Blankenagel, and Dane A. Cooley. "Early-Age Strength Assessment of Cement-Treated Base Material." Transportation Research Record: Journal of the Transportation Research Board 1936, no. 1 (January 2005): 12–19. http://dx.doi.org/10.1177/0361198105193600102.

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To avoid early-age damage to cement-treated base (CTB) materials, the cement must be allowed to cure before the pavement can be opened to traffic. The purpose of this research was to evaluate the utilities of the soil stiffness gauge (SSG), the heavy Clegg impact soil tester (CIST), the dynamic cone penetrometer, and the falling weight deflectometer for assessing early-age strength gain of cement-stabilized materials. Experiments were performed at four sites on a pavement reconstruction project along I-84 in Morgan, Utah, where cement stabilization was used in conjunction with full-depth recycling. Each site was stationed to facilitate repeated measurements at the same locations with different devices and at different curing times. Because of the considerable attention from the pavement construction industry for routine quality control and quality assurance programs, the SSG and CIST were the primary focus of the research. Statistical techniques were used to evaluate the repeatability of these devices and their sensitivity to curing time. The results indicated that although the SSG was more repeatable at one site, the CIST data were markedly more sensitive to curing time than the SSG data at all cement-treated sites during the first 72 h after construction. For this reason, the data suggest that the CIST offers greater overall utility than the SSG for monitoring early-age strength gain of CTB. Further research is needed to investigate appropriate thresholds and protocols for these testing methods that ensure adequate reliability of the collected data.

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Hu, Ying De, and Mao Dong Xiong. "Experimental Research on Cement Treated Permeable Base of Expressway." Applied Mechanics and Materials 361-363 (August 2013): 1772–77. http://dx.doi.org/10.4028/www.scientific.net/amm.361-363.1772.

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orthogonal test design approach is adopted to analyze and research several key factors like gravel drainage foundation layer strength, permeation coefficient, effective porosity to conclude the basic principle for indoor mixing ratio. On the basis of the indoor experimental achievements, the CTPB foundation layer of experimental road is designed and the test results show that the indexes reach the forecast effects.

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Dissertations / Theses on the topic "Cement-treated base"

1

Rogers, Maile Anne. "Contractor Variability in Construction of Cement Treated Base Layers." Diss., CLICK HERE for online access, 2006. http://contentdm.lib.byu.edu/ETD/image/etd1474.pdf.

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De, Vos Ebenhaezer Roux. "Performance Characterization of Cement Treated Sand Base Material of Mozambique." Thesis, Link to online version, 2007. http://hdl.handle.net/10019/347.

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Young, Tyler B. "Early Age Assessment of Cement Treated Materials." BYU ScholarsArchive, 2007. https://scholarsarchive.byu.edu/etd/885.

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In order to avoid the occurrence of early-age damage, cement-treated base (CTB) materials must be allowed to cure for a period of time before the pavement can be opened to traffic. The purpose of this research was to evaluate the utility of the soil stiffness gauge (SSG), heavy Clegg impact soil tester (CIST), portable falling-weight deflectometer (PFWD), dynamic cone penetrometer, and falling-weight deflectometer for assessing early-age strength gain of cement-stabilized materials. Experimentation was performed at four sites on a pavement reconstruction project along Interstate 84 near Morgan, Utah, and three sites along Highway 91 near Richmond, Utah; cement stabilization was used to construct CTB layers at both locations. Each site was stationed to facilitate repeated measurements at the same locations with different devices and at different curing times. Because of the considerable attention they have received in the pavement construction industry for routine quality control and quality assurance programs, the SSG, CIST, and PFWD were the primary focus of the research. Statistical techniques were utilized to evaluate the sensitivity to curing time, repeatability, and efficiency of these devices. In addition, the ruggedness and ease of use of each device were evaluated. The test results indicate that the CIST data were more sensitive to curing time than the SSG and PFWD data at the majority of the cement-treated sites during the first 72 hours after construction. Furthermore, the results indicate that the CIST is superior to the other instruments with respect to repeatability, efficiency, ruggedness, and ease of use. Because the CIST is less expensive than the SSG and PFWD, it is more likely to be purchased by pavement engineers and contractors involved with construction of CTBs. For these reasons, this research suggests that the CIST offers greater overall utility than the SSG or PFWD for monitoring early-age strength gain of CTB. Further research is needed to identify appropriate threshold CIST values at which CTB layers develop sufficient strength to resist permanent deformation or marring under different types of trafficking.

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Hanson, Jonathan Russell. "Cracking and Roughness of Asphalt Pavements Constructed Using Cement-Treated Base Materials." BYU ScholarsArchive, 2006. https://scholarsarchive.byu.edu/etd/396.

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While cement treatment is a proven method for improving the strength and durability of soils and aggregates, cement hydration causes shrinkage strains in the cement-treated base (CTB) that can lead to reflection cracking in asphalt surfaces. Cracking may then cause increased pavement roughness and lead to poor ride quality. The overall purpose of this research was to utilize data collected through the Long-Term Pavement Performance (LTPP) program to investigate the use and classification of CTB layers and evaluate the relative impact of cement content on the development of roughness and cracking in asphalt concrete (AC) pavements constructed using CTB layers. The data included 52 LTPP test sites, which represented 13 different states and one Canadian province, with cement contents ranging from 3.0 to 9.5 percent by weight of dry aggregate. Statistical procedures were utilized to identify the factors that were most correlated to the observed pavement performance and to develop prediction equations that transportation agencies can use to estimate the amount of roughness for a given pavement at a given age and the amount of distress associated with a particular crack severity level for a given pavement. The data collected for this study suggest that wide ranges of cement contents are used to stabilize soils within individual American Association of State Highway and Transportation Officials soil classifications. The data also suggest that CTBs comprising flexible pavement structures are constructed mainly on rural facilities. A backward-selection model development technique was used to develop sets of prediction equations for roughness and cracking. Age, AC thickness, CTB thickness, and cement content were determined to be significant predictors of International Roughness Index, while age, air freezing index, AC thickness, CTB thickness, cement content, and traffic loads in thousands of equivalent single-axle loads were determined to be significant predictors of low-severity, medium-severity, and high-severity block, fatigue, longitudinal (wheel-path and non-wheel-path), and transverse cracking in AC pavements constructed using CTB layers. Investigation of the relationships between CTB modulus and the development of roughness and cracking is recommended for further study.

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Hanson, Jon Russell. "Cracking and roughness of asphalt pavements constructed using cement-treated base materials /." Diss., CLICK HERE for online access, 2006. http://contentdm.lib.byu.edu/ETD/image/etd1233.pdf.

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Hope, Charles A. "Evaluation of Portable Devices for Monitoring Microcracking of Cement-Treated Base Layers." BYU ScholarsArchive, 2011. https://scholarsarchive.byu.edu/etd/2965.

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A relatively new method used to reduce the amount of cement-treated base (CTB) shrinkage cracking is microcracking of the CTB shortly after construction. Three portable instruments used in this study for monitoring the microcracking process include the heavy Clegg impact soil tester (CIST), portable falling-weight deflectometer (PFWD), and soil stiffness gauge (SSG). The specific objectives of this research were 1) to evaluate the sensitivity of each of the three portable instruments to microcracking, and 2) to compare measurements of CTB stiffness reduction obtained using the three devices. The test locations included in this study were Redwood Drive and Dale Avenue in Salt Lake City, Utah; 300 South in Spanish Fork, Utah; and a private access road in Wyoming. Experimental testing in the field consisted of randomized stationing at each site; sampling the CTB immediately after the cement was mixed into the reclaimed base material; compacting specimens for laboratory testing; and testing the CTB immediately after construction, immediately before microcracking, immediately after each pass of the vibratory roller during the microcracking process, and, in some instances, three days after microcracking. Several linear regression analyses were performed after data were collected using the CIST, PFWD, and SSG during the microcracking process to meet the objectives of this research. Results from the statistical analyses designed to evaluate the sensitivity of each of the three portable instruments to microcracking indicate that the PFWD and SSG are sensitive to microcracking, while the CIST is insensitive to microcracking. Results from the statistical analyses designed to compare measurements of CTB stiffness reduction demonstrate that neither of the instrument correlations involving the CIST are statistically significant. Only the correlation between the PFWD and SSG was shown to be statistically significant. Given the results of this research, engineers and contractors should utilize the PFWD or SSG for monitoring microcracking of CTB layers. The heavy CIST is unsuitable for monitoring microcracking and should not be used. For deriving target CTB stiffness reductions measured using either the PFWD or SSG from specified targets measured using the other, engineers and contractors should utilize the correlation chart developed in this research.

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Hatton, Drew C. "Evaluation of PCC Pavements with Cement-treated Permeable Bases and Dense-graded Aggregate Bases." Ohio University / OhioLINK, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1307112876.

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Dixon, Paul A. "Factors Affecting the Strength of Road Base Stabilized with Cement Slurry or Dry Cement in Conjunction with Full-Depth Reclamation." BYU ScholarsArchive, 2011. https://scholarsarchive.byu.edu/etd/2629.

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Full-depth reclamation (FDR) in conjunction with cement stabilization is an established practice for rehabilitating deteriorating asphalt roads. Conventionally, FDR uses dry cement powder applied with a pneumatic spreader, creating undesirable fugitive cement dust. The cement dust poses a nuisance and, when inhaled, a health threat. Consequently, FDR in conjunction with conventional cement stabilization cannot generally be used in urban areas. To solve the problem of fugitive cement dust, the use of cement slurry, prepared by combining cement powder and water, has been proposed to allow cement stabilization to be utilized in urban areas. However, using cement slurry introduces several factors not associated with using dry cement that may affect road base strength, dry density (DD), and moisture content (MC). The objectives of this research were to 1) identify construction-related factors that influence the strength of road base treated with cement slurry in conjunction with FDR and quantify the effects of these factors and 2) compare the strength of road base treated with cement slurry with that of road base treated with dry cement. To achieve the research objectives, road base taken from an FDR project was subjected to extensive full-factorial laboratory testing. The 7-day unconfined compressive strength (UCS), DD, and MC were measured as dependent variables, while independent variables included cement content; slurry water batching temperature; cement slurry aging temperature; cement slurry aging time; presence of a set-retarding, water-reducing admixture; and aggregate-slurry mixing time. This research suggests that, when road base is stabilized with cement slurry in conjunction with FDR, the slurry water batching temperature; haul time; environmental temperature; and presence of a set-retarding, water-reducing admixture will not significantly affect the strength of CTB, provided that those factors fall within the limits explored in this research and are applied to a road base with similar properties. Cement content and cement-aggregate mixing time are positively correlated with the strength of CTB regardless of cement form. Additionally, using cement slurry will result in slightly lower strength values than using dry cement.

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TESSARI, CIRO LOYOLA. "ANALYSIS OF THE CEMENT-TREATED AGGREGATE BASE MATERIAL BEHAVIOR WITH A TIRE RUBBER ADDITION FOR PAVEMENTS BASE APPLICATIONS." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2017. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=33692@1.

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PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO
COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR
PROGRAMA DE EXCELENCIA ACADEMICA
Este trabalho apresenta um estudo técnico experimental sobre a utilização de borracha moída de pneu (BMP) como adição, juntamente com cimento Portland à brita graduada simples (BGS), no intuito de avaliar a aplicabilidade desse material em camadas de base de pavimentos rodoviários. Como resultado obtémse uma BGTC - Brita graduada tratada com cimento, com adição de BMP. O principal objetivo da adição de borracha na BGTC é reduzir o fissuramento, que é um problema comum em bases cimentadas. Para melhor comparação dos resultados das misturas com adições de borracha foi realizada uma mistura de BGTC sem adições, a qual foi tratada como mistura padrão neste estudo, com 3 por cento, 4 por cento e 5 por cento de cimento. O agregado granítico selecionado para esta pesquisa é proveniente de jazida situada no município de Cariacica/ES e foi escolhido por ter apresentado bom desempenho nos ensaios de caracterização. A partir da análise granulométrica realizada na borracha, selecionou-se para esse estudo a fração passante na peneira de 2,38mm e retida na peneira de 1,19 mm. Foram estuadas as seguintes porcentagens de adição de BMP: 0,5 por cento, 1,0 por cento, 1,5 por cento, 2,5 por cento, 3,5 por cento e 4,5 por cento. As amostras foram submetidas a ensaios de compactação, compressão simples, compressão diametral, triaxial de cargas repetidas e microscopia eletrônica de varredura. Os ensaios de compressão simples foram realizados com tempos de cura de 7, 28 e 56 dias. Os ensaios de compressão diametral foram realizados com tempos de cura de 28 e 56 dias. Os ensaios triaxiais de carga repetida foram realizados com tempo de cura de 56 dias. Os resultados obtidos foram satisfatórios, sendo dependentes do teor de BMP utilizados e do tempo de cura. Dentre as composições de BMP estudadas, a que apresentou o melhor comportamento foi a que possuia adição de 1,5 por cento de borracha e 56 dias de cura. Esta adição apesar de reduzir a RCS e a RTCD em 30 por cento e 28 por cento respectivamente, proporcionou melhoria no comportamento resiliente e menor perda de resistência na região pós pico perante o ensaio de RCS. Tal fato ressalta o emprego positivo de borracha de pneu triturada em camadas de base de pavimentos rodoviários, tanto sob a ótica da engenharia de pavimentos quanto em relação a questões ambientais e econômicas.
This work presents a technical and experimental study on the use of tire rubber as an addition, together with Portland cement, to a simple graded gravel, in order to evaluate the applicability of this material in the base layers of road pavements. As a result, cement-treated graded gravel with the addition of rubber is obtained. The main objective of the addition of rubber is to reduce cracking, which is a common problem in cemented bases. A standard mixture of cement-treated graded gravel was carried out for better comparison between the mixtures with additions of 3 percent, 4 percent and 5 percent of cement. The granitic aggregate selected for this research came from the municipality of Cariacica/ES and was selected because it presented an appropriate performance in the characterization tests. From the granulometric analysis performed on this material, the fraction passing the sieve 2,38 mm and retained in the sieve 1,19 mm, was selected for this study. In this study were selected 0,5 percent, 1,0 percent, 1,5 percent, 2,5 percent, 3,5 percent and 4,5 percent additions of rubber. The blends were subjected to compaction, direct compression, split tensile, cyclic triaxial and scanning electron microscope tests. Direct compression tests were performed with cure times of 7, 28 and 56 days. Split tensile tests were performed with curing time of 28 and 56 days. Cyclic triaxial tests were performed with curing time os 56 days. The results were satisfactory, being dependent on the content of rubber and the curing time. Among the blends that were analyzed, 1,5 percent of addition and 56 days of curing time leaded to the best results. Despite the reduction of 30 percent and 28 percent in the compression and tensile resistances, this amount of rubber addition provided a better resilient behavior and a higher post pick resistance in the compression test. This fact highlights the positive use of tire rubber in pavement base layers, not only from the standpoint of pavement engineering, but promoting gains of sustainability and economy as well.

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Mahasantipiya, Sedtha. "Performance analysis of bases for flexible pavement." Ohio : Ohio University, 2000. http://www.ohiolink.edu/etd/view.cgi?ohiou1179947659.

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Books on the topic "Cement-treated base"

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Bowen, Melinda M. Performance evaluation of cement-treated roadway bases. Laramie, Wyo: Dept. of Civil and Architectural Engineering, University of Wyoming, 2000.

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Rupnow, Tyson David. Evaluation of cement and fly ash treated recycled asphalt pavement and aggregates for base construction. Baton Rouge, Louisiana: Louisiana Department of Transportation and Development, Louisiana Transportation Research Center, 2011.

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Book chapters on the topic "Cement-treated base"

1

Gharpure, Ashish, Prashant Navalakha, and Asita Dalvi. "A Case Study on the Efficacy of Cement Treated Base/subbase." In Lecture Notes in Civil Engineering, 795–805. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-77230-7_61.

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Nazarian, Soheil, Deren Yuan, Laureano Hoyos, and Anand Puppala. "Laboratory and Field Evaluation of Cement-Treated Reclaimed Asphalt Pavement Blends as Roadway Base Material." In Testing and Specification of Recycled Materials for Sustainable Geotechnical Construction, 437–53. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2011. http://dx.doi.org/10.1520/stp49482t.

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Nazarian, Soheil, Deren Yuan, Laureano Hoyos, and Anand Puppala. "Laboratory and Field Evaluation of Cement-Treated Reclaimed Asphalt Pavement Blends as Roadway Base Material." In Testing and Specification of Recycled Materials for Sustainable Geotechnical Construction, 437–53. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2011. http://dx.doi.org/10.1520/stp154020120021.

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Sun, Kai, Sheng Liu, Wei Li, and Jian Chen. "An Elasto-Plastic Constitutive Model for Cement Treated Soil Based on Super-Subloading Yield Surfaces." In Proceedings of GeoShanghai 2018 International Conference: Fundamentals of Soil Behaviours, 74–83. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0125-4_8.

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Omo, Yachang, and Ajanta Kalita. "Energy Absorption Properties of Fly Ash–Cement Treated Soil Reinforced with Bagasse and Glass Fibre Wastes Based on UU Triaxial Tests." In Advances in Sustainable Construction Materials, 277–89. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-4590-4_26.

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Molenaar, A., and B. Pu. "Prediction of fatigue cracking in cement treated base courses." In Pavement Cracking. CRC Press, 2008. http://dx.doi.org/10.1201/9780203882191.ch19.

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Wang, Yan, Xue Sun, and Zaixin Li. "Research on the reasonable strength of cement-treated macadam base." In Advances in Civil Engineering and Building Materials, 621–24. CRC Press, 2012. http://dx.doi.org/10.1201/b13165-130.

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Rabaiotti, Carlo, Danai Tsirantonaki, and Marco Schnyder. "Design of rigid and flexible airfield pavements on cement-treated base." In Bearing Capacity of Roads, Railways and Airfields, 1653–61. CRC Press, 2017. http://dx.doi.org/10.1201/9781315100333-219.

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Chummuneerat, S., P. Jitsangiam, and H. Nikraz. "Mechanical characteristics of hydrated cement treated crushed rock base for Western Australian road base." In Advances in Transportation Geotechnics 2, 296–301. CRC Press, 2012. http://dx.doi.org/10.1201/b12754-41.

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Molenaar, A., M. van de Ven, and M. Miradi. "Backcalculation of the stiffnesses of cement treated base courses using artificial intelligence." In Bearing Capacity of Roads, Railways and Airfields. CRC Press, 2009. http://dx.doi.org/10.1201/9780203865286.ch68.

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Conference papers on the topic "Cement-treated base"

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Wang, Yan, Xiang Ma, and Zhilin Sun. "Shrinkage Performance of Cement-Treated Macadam Base Materials." In Seventh International Conference on Traffic and Transportation Studies (ICTTS) 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41123(383)132.

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Wang, Yan, Fujian Ni, and Weihong Xuan. "Research on Dry-Shrinkage Performance of Cement-Treated Base Materials." In GeoHunan International Conference 2009. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41045(352)13.

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Faysal, M., M. Mahedi, Al Aramoon, B. Thian, M. S. Hossain, and M. S. Khan. "Strength Characterization of Untreated and Cement-Treated Recycled Flex-Base Materials." In Geotechnical and Structural Engineering Congress 2016. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479742.103.

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Escamilla, Alec, Craig Staples, Paul Andersen, and W. Spencer Guthrie. "Mechanistic-Empirical Pavement Design for Minor Collector Streets Incorporating Cement-Treated Base Layers." In 2020 Intermountain Engineering, Technology and Computing (IETC). IEEE, 2020. http://dx.doi.org/10.1109/ietc47856.2020.9249120.

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Mushota, Charles, Musonda C. Mwale, Grace Mutembo, Mundia Muya, and Lubinda F. Walubita. "Reflective Cracking on Cement Treated Base (CTB) Pavements in Zambia: An Analytical Study." In Geo-Hubei 2014 International Conference on Sustainable Civil Infrastructure. Reston, VA: American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784478448.009.

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Jitsangiam, P., H. R. Nikraz, and K. Siripun. "Characterization of Hydrated Cement Treated Crushed Rock Base (HCTCRB) As a Road Base Material in Western Australia." In GeoHunan International Conference 2009. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41043(350)1.

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Timsina, Sita, Prabesh Bhandari, Md Nur Basit Zaman, Asif Ahmed, Md Sahadat Hossain, and Boon Thian. "Effect of Fine Clay Particles on the Strength Characterization of Cement Treated Flex-Base Materials." In Eighth International Conference on Case Histories in Geotechnical Engineering. Reston, VA: American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482124.039.

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Faysal, M., M. Mahedi, Al Aramoon, B. Thian, M. S. Hossain, M. A. Khan, and M. S. Khan. "Determination of the Structural Coefficient of Different Combinations of Cement-Treated/Untreated Recycled Base Materials." In Geotechnical and Structural Engineering Congress 2016. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479742.100.

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Faysal, M., M. S. Hossain, S. B. Salah, S. Bhattacharjee, B. Thian, and M. S. Khan. "Characterization of the Geo-Environmental Properties of Untreated or Cement Treated Recycled Base Materials in Pavement Base Layer Applications." In Geotechnical Frontiers 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480441.043.

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Li, Jia, Yong Zhang, Lei Mao, Jianmin Zi, and Tao Hu. "Laboratory Research on the Application of Phosphogypsum as an Anti-Cracking Agent in a Cement-Treated Base." In 14th COTA International Conference of Transportation Professionals. Reston, VA: American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413623.096.

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