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Relevant bibliographies by topics / Cement-treated soil

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Academic literature on the topic 'Cement-treated soil'

Author: Grafiati

Published: 4 June 2021

Last updated: 17 February 2022

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Journal articles on the topic "Cement-treated soil"

1

Watabe, Yoichi, Takashi Kaneko, and Yu Watanabe. "Cement mix proportion for treated soils recycled from a cement treated soil." Japanese Geotechnical Society Special Publication 4, no. 7 (2016): 168–72. http://dx.doi.org/10.3208/jgssp.v04.j16.

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Bui Truong, Son, Nu Nguyen Thi, and Duong Nguyen Thanh. "An Experimental Study on Unconfined Compressive Strength of Soft Soil-Cement Mixtures with or without GGBFS in the Coastal Area of Vietnam." Advances in Civil Engineering 2020 (June 30, 2020): 1–12. http://dx.doi.org/10.1155/2020/7243704.

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Soft soil is widely distributed in Vietnam, especially in the coastal area. In engineering practice, soft soil cannot be used to build any construction and needs to be improved or treated before building construction. In addition, Vietnam has many pig-iron or thermal power plants, which annually produce a huge amount of granulated blast furnace slag (GBFS). Thus, the use of this material for soft soil improvement needs to be considered. This paper presents experimental results on the unconfined compressive strength (UCS) of three Vietnam’s soft soils treated with Portland cement and Portland cement with ground granulated blast furnace slag (GGBFS). Binder dosage used in this study is 250, 300, and 350 kg/m3 with the three different water/cement ratios of 0.8, 0.9, and 1.0, respectively. The research results showed that the UCS of soil-cement mixtures depends on soil type, water/cement ratio, cement type, and binder content. Accordingly, the unconfined compressive strength increased with the increase of binder contents, the decrease of the natural water content of soft soil, water/cement ratios, and clay content. The highest value of UCS of treated soils was found for the soil at Site II with the Portland cement content, cement GGBFS, and water/cement ratio of 873 kg/m3, 2355 kg/m3, and 0.8, respectively. Besides, for all the three soils and two binder types, the water/cement ratio of 0.8 was found to be suitable to reach the highest UCS values of treated soil. The research results also showed that the UCS of treated soil with cement GGBFS was higher than that of treated soil with Portland cement. This indicated the effectiveness of the use of Portland cement with GGBFS in soft soil improvement. There is great potential for reducing the environmental problems regarding the waste materials from pig-iron plants in Vietnam and the construction cost as well.

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Makino, M., T. Takeyama, and M. Kitazume. "The influence of soil disturbance on material properties and micro-structure of cement-treated soil." Lowland Technology International 17, no. 3 (2015): 139–46. http://dx.doi.org/10.14247/lti.17.3_139.

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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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Quang, Nguyen Duy, and Jin Chun Chai. "Permeability of lime- and cement-treated clayey soils." Canadian Geotechnical Journal 52, no. 9 (September 2015): 1221–27. http://dx.doi.org/10.1139/cgj-2014-0134.

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The permeability (k) of lime- and cement-treated clayey soils was investigated in the laboratory by flexible-wall permeability tests and oedometer tests. Test results indicate that for the cement-treated soils (with up to 8% cement content by dry weight), the value of k is almost equal to that of untreated soils under identical void ratio (e) conditions, and the k value decreases significantly when the cement content is higher than 8%. For lime-treated soils, the threshold lime content is about 4%. Investigation of the soil microstructure using the mercury intrusion porosimetry (MIP) test and scanning electron microscope (SEM) imaging indicates that when the cementation products formed by the pozzolanic reaction fill mainly the intra-aggregate pores, the value of k is comparable for the treated and untreated samples. When the cementation products begin to fill the interaggregate pores, the value of k of the treated sample becomes smaller than that of the untreated soil sample under the identical e value condition. An indication that the cementation products have filled the interaggregate pores is the rapid increase in strength of the treated soil.

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Aniculaesi, Mircea, Irina Lungu, and Anghel Stanciu. "Cure Time Effect on Compressibility Characteristics of Expansive Soils Treated with Eco-Cement." Advanced Materials Research 587 (November 2012): 129–33. http://dx.doi.org/10.4028/www.scientific.net/amr.587.129.

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The objective of this paper is to investigate the influence of curing time on expansive soil as a construction material when treated with eco-cement stabilizer, as partly substituting the Portland cement. Standard consolidation samples were prepared from treated soils with 10 % cement (5% eco-cement and 5% Portland cement), reported to the dry unit weight of soil, and cured for 1, 7 and 14 days. After this period the soil samples were then socked in water and standard consolidation tests were performed on them. The compressibility characteristics, for the improved soil with 10% cement, Eoed, mv and Cv have shown a significant improvement during the first 7 days. After 7 days curing time the variation of compressibility characteristics is less pronounced.

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Zhi, Bin, Liang Yang, and En Long Liu. "Study on the Mechanical Properties of Lime-Cement-Treated Loess Soils." Applied Mechanics and Materials 638-640 (September 2014): 1408–13. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.1408.

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The cement-lime treated loess soils and cement-treated loess soils are widely used all over the world, but their strength features and physical mechanism are investigated few at the moment. The cement-lime treated loess soil samples and cement-treated loess soil samples were prepared according to their weight ratio and tested to study their physical indices and strength varying with age. The tested results demonstrate that: (i) The content of cement has great influence on the liquid limit and plastic limit of the samples. With the increase of adding content of lime, the average plasticity indices also increase gradually, and the values of plastic limits of the samples will also increase; (ii) The stregnth of the samples increases with the increase of curing age, which is affected by many factors including treated materials, compatcion work, water content, and age.

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Peng, Hong Tao, Hai Tao Su, Xin Ping Zhang, and Jun Wang. "Comparison of the Effectiveness of Enzyme and Portland Cement for Compressive Strengths of Stabilized Soils." Advanced Materials Research 281 (July 2011): 1–4. http://dx.doi.org/10.4028/www.scientific.net/amr.281.1.

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Portland cement can be used as soil stabilizer, but poses some problems such as dust pollution, consumption of fossil energy and relatively large amounts of calcium-rich raw materials. Enzyme as a soil enzymatic stabilizer is a natural organic compound and promising material to reduce the application of Portland cement. Perma-Zyme is one type of enzyme. The results of the study showed that soil type and curing method significantly affected the effectiveness of the treatments with Perma-Zyme and Composite Portland cement. Under the air-dry conditions, the unconfined compressive strengths of soils stabilized with Composite Portland cement were lower than those treated with Perma-Zyme at each age. In sealed glass containers, the unconfined compressive strengths of soils treated with Composite Portland cement were higher than those treated with Perma-Zyme. These results indicate that after compaction, the surface of soil stabilized with Portland cement should be moistened with a spray of some water or cover with materials (such as plastic sheet)，but the surface of soil stabilized with Perma-Zyme need not spray water and cover with materials in the actual project construction.

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Fadhil, Roaa M., and Haifaa A. Ali. "Effect of Soaking and Non-soaking Condition on Shear Strength Parameters of Sandy Soil Treated with Additives." Civil Engineering Journal 5, no. 5 (May 21, 2019): 1147–61. http://dx.doi.org/10.28991/cej-2019-03091319.

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The present paper aims to improve shear strength parameters: cohesion (c), and angle of internal friction (∅) for sandy soil treated by additives before and after soaking. The samples of sandy soil were obtained from Karbala city and then classified as poorly graded sand (SP) with relative density Dr (30%) according to the system of (USCS). The experiment has three stages. In the first stage ,the soil was treated with three different percentages of cement (3 ,5 and 7%) of dry weight for the soil with three different percentages of water content (2, 4 and 8%) in each above percentage of cement, while the second stage includes (2%) of lime from soil weight mixed with each different percentage of cement . In the third stage, (50%) of polymer of cement weight was mixed with each different percentage of cement. An analysis of behavior sandy soils treated by additives was carried out with the Direct Shear Tests. All the samples were cured (3) days before and after soaking. The results of the experiment showed that increase in shear strength parameters of sandy soil; especially the angle of internal friction with the rate value (16.6 %) of cement only, (21.88 %) of cement with lime , (20.3%) of cement with the polymer before soaked condition. After soaking condition, it was increased with the rate value (14.3%) with cement only, (23.57%) of cement with lime, and (15.38%) of cement with the polymer as compared with soil in the natural state.

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Tewfik, Belal, Ghembaza Moulay Smaine, and Bellia Zoheir. "Experimental Study And Modeling Of Water Retention Curve Of A Silty Soil Compacted And Treated With Cement." Aceh International Journal of Science and Technology 9, no. 3 (December 30, 2020): 157–76. http://dx.doi.org/10.13170/aijst.9.3.17853.

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The evaluation of unsaturated soils' fundamental properties is ensured by the characteristic water retention curve for a wide range of soil suction values. However, a minimal number of research works have focused on studying the water retention properties of natural soils and treated with hydraulic binders using soil-water characteristic curves (SWCC). The present work is motivated by the lack of experimental evidence of this type. Firstly, experimental measurements of soil-water characteristic curves of a natural loam soil from the region of Sidi Bel Abbes (Algeria), treated with cement and compacted at Standard Optimum Proctor at an ambient temperature of 20 °C, Were carried out using the methods of the imposition of suction, namely the osmotic method ranging from 0 to 0.05 MPa and the method of saline solutions over a suction range from 0.05 MPa to about 343 MPa respectively. The suction used were applied to four studied mixtures (natural soil, + 2%, + 4% and + 6% cement). At the end of the tests on the drainage-humidification path, the water retention curves for the treated soil at different cement dosage allow us to determine the different state parameters of the treated soil: Degree of saturation (Sr), dry weight (d), void ratio (e) and water content (w). The suction imposition range and the cement dosage significantly influence the water behavior of the material studied. On the other hand, we develop a model of the water behavior of soils treated with cement. This model makes it possible to correctly predict the retention curves at different cement dosage from the experimental measurements performed on samples compacted at Standard Optimum Proctor represented in the plans [suction, degree of saturation] and [suction, moisture content].

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

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Sariosseiri, Farid. "Critical state framework for interpretation of geotechnical properties of cement treated soils." Online access for everyone, 2008. http://www.dissertations.wsu.edu/Dissertations/Summer2008/f_sariosseiri_070208.pdf.

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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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Lewsley, Gregory. "On the strength of saturated cement-treated soil reconstituted by wet-mixing." Thesis, University of British Columbia, 2008. http://hdl.handle.net/2429/4175.

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Cutter Soil Mixing (CSM) is a recently developed deep mixing technique that has grown to include the treatment of sandy and silty soils. This study seeks to investigate the influence of (i) sand-silt ratio, (ii) cement content, (iii) water content and (iv) time on the unconfined compressive strength of saturated cement-treated soil specimens. A new test device and method of specimen reconstitution were conceived in order to obtain a saturated mix of soil and cement. A comparison of results show strength increases non-linearly to decreasing total water-cement ratio, and that this trend is largely independent of sand-silt ratio. Furthermore, strength increases non-linearly with time and is independent of sand-silt ratio. Lastly, it is recommended that the strength be correlated with total water-cement ratio rather than cement content, in order to improve data reporting and provide design guidance to engineering practice.

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Michener, John E. "Effects of Environmental Factors on Construction of Soil-Cement Pavement Layers." Diss., CLICK HERE for online access, 2008. http://contentdm.lib.byu.edu/ETD/image/etd2630.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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Lapointe, Emilie. "Cement-treated soil : a comparison of laboratory and field data from Fountain slide remediation deep mixing project." Thesis, University of British Columbia, 2012. http://hdl.handle.net/2429/42127.

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In order to better understand the influence of laboratory reconstitution methods on the strength of cement-treated soil, a laboratory program was undertaken to investigate the unconfined compressive strength of cement-treated specimens reconstituted from low plasticity soils. The laboratory program examines two soil types and two reconstitution methods. The soil samples were taken from a Cutter Soil Mixer [CSM] field improvement site in British Columbia. Two reconstitution methods were used: a saturated wet-mixing method and an unsaturated dry-mixing method. To assess the relevance of using laboratory results to guide design, a subsequent field component of this research compares the strength of test specimens cast from field-mixed cement-treated soil, with the strength obtained from laboratory-reconstituted specimens. The strength of laboratory-reconstituted soil specimens is largely independent of the soil type and reconstitution method used. A standardized approach for determining cement content in uncured mixed soil-cement is evaluated. Results from the method allow for direct comparison between the strength of field-mixed versus laboratory-reconstituted specimens as a function of the cement content, and/or the water-cement ratio. Based on the simplicity of use and accuracy of results, it is recommended that the Heat of Neutralization method (ASTM 5982-07) be incorporated into the quality assurance program of deep mixing projects.

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Nevarez, Garibaldi Roberto. "Influences of Test Conditions and Mixture Proportions on Property Values of Soil Treated with Cement to Represent the Wet Method of Deep Mixing." Thesis, Virginia Tech, 2017. http://hdl.handle.net/10919/88437.

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A laboratory testing program was conducted on cement-treated soil mixtures fabricated to represent materials produced by the wet method of deep mixing. The testing program focused on investigating the influences that variations in laboratory testing conditions and in the mix design have on measured property values. A base soil was fabricated from commercially available soil components to produce a very soft lean clay that is relatively easy to mix and can be replicated for future research. The mix designs included a range of water-to-cement ratios of the slurries and a range of cement factors to produce a range of mixture consistencies and a range of unconfined compressive strengths after curing. Unconfined compressive strength (UCS) tests and unconsolidated-undrained (UU) triaxial compression tests were conducted. Secant modulus of elasticity were determined from bottom platen displacements, deformations between bottom platen and cross bar, and from LVDT's placed directly on the cement-treated soil specimens. Five end-face treatment methods were used for the specimens: sawing-and-hand-trimming, machine grinding, sulfur capping, neoprene pads, and gypsum capping. Key findings of this research include the following: (1) The end-face treatment method does not have a significant effect on the unconfined compressive strength and secant modulus; (2) a relationship of UCS with curing time, total-water-to-cement ratio, and dry density of the mixture; (3) the secant modulus determined by bottom platen displacements is significantly affected by slack and deformations in the load frame; (4) the secant modulus determined by local strain measurements was about 630 time the UCS; (5) typical values of Poisson's ratio range from about 0.05 to 0.25 for stress levels equal to half the UCS and about 0.15 to 0.35 at the UCS; (6) Confinement increased the strength at high strains from less than 20% the UCS to about 60% the UCS. In addition to testing the cured mixtures, the consistency of the mixtures were measured right after mixing using a laboratory miniature vane. A combination of the UCS relationship along with the mixture consistency may provide useful information for deep mixing contractors.
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Reese, Garth B. "Use of the Clegg Impact Soil Tester to Access Rutting Susceptiblity of Cement-Treated Base Material Under Early Trafficking." BYU ScholarsArchive, 2007. https://scholarsarchive.byu.edu/etd/894.

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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. Trafficking of a CTB before sufficient strength gain has occurred can lead to marring or rutting of the treated layer. The specific objectives of this research were to examine the correlation between Clegg impact values (CIVs) determined using a heavy Clegg impact soil tester and rut depths measured in newly constructed CTB and subsequently establish a threshold CIV at which rutting should not occur.The experimental work included field testing at several locations along United States Highway 91 near Smithfield, Utah, and laboratory testing at the Brigham Young University (BYU) Highway Materials Laboratory. In both the field and laboratory test programs, ruts were created in CTB layers using a specially manufactured heavy wheeled rutting device (HWRD). In the field, ruts caused by repeated passes of a standard pickup and a water truck were also evaluated. The collected data were analyzed using regression to identify a threshold CIV above which the CTB should not be susceptible to unacceptable rutting. From the collected data, one may conclude that successive wheel passes each cause less incremental rutting than previous passes and that CTB similar to the material tested in this research should experience only negligible rutting at CIVs greater than about 35. The maximum rut depth measured in either field or laboratory rutting tests was less than 0.35 in. in this research, probably due to the high quality limestone base material utilized to construct the CTB. In identifying a recommended threshold CIV at which CTB layers may be opened to early trafficking, researchers proposed a maximum tolerable rut depth of 0.10 in. for this project, which corresponds to a CIV of approximately 25. Because a CIV of 25 is associated with an acceptably minimal rut depth even after 100 passes of the HWRD, is achievable within a reasonable amount of time under normal curing conditions, and is consistent with earlier research, this threshold is recommended as the minimum average value that must be attained by a given CTB construction section before it can be opened to early trafficking. Use of the proposed threshold CIV should then ensure satisfactory performance of the CTB under even heavy construction traffic to the extent that the material properties do not differ greatly from those of the CTB evaluated in this research.

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Reese, G. Benjamin. "Use of the heavy Clegg impact soil tester to assess rutting susceptiblity of cement-treated base material under early trafficking /." Diss., CLICK HERE for online access, 2007. http://contentdm.lib.byu.edu/ETD/image/etd1831.pdf.

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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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Book chapters on the topic "Cement-treated soil"

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Ueno, Kazutaka, Kiyonobu Kasama, and Zentaro Furukawa. "Strength and Cement Hydration Properties of Cement-Treated Soil." In Lecture Notes in Civil Engineering, 587–91. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-2184-3_75.

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Pham Ngoc, Thang, Behzad Fatahi, and Hadi Khabbaz. "Impact of Liquid Whey Waste on Strength and Stiffness of Cement Treated Clay." In New Developments in Soil Characterization and Soil Stability, 1–10. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-95756-2_1.

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Dong, P. H., K. Hayano, Y. Morikawa, and H. Takahashi. "Engineering Properties of Cement–Treated Granular Soil for Geotechnical Application." In Testing and Specification of Recycled Materials for Sustainable Geotechnical Construction, 498–519. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2012. http://dx.doi.org/10.1520/stp49486t.

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Dong, P. H., K. Hayano, Y. Morikawa, and H. Takahashi. "Engineering Properties of Cement–Treated Granular Soil for Geotechnical Application." In Testing and Specification of Recycled Materials for Sustainable Geotechnical Construction, 498–519. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2012. http://dx.doi.org/10.1520/stp154020120025.

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Kommu, Suresh, and SS Asadi. "Effect of pH on Compressibility Behaviour of Cement-Treated Soil." In Lecture Notes in Civil Engineering, 789–807. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5644-9_63.

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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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Vasanthan, N., H. Ohashi, F. Obara, S. D. L. Tilak, M. C. W. Dissanayake, and A. Karunawardena. "Embankment Construction on Power Blender Cement Mixed Soft Soil Treated Ground for CKE Bypass." In Lecture Notes in Civil Engineering, 433–46. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-9749-3_38.

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Takayama, Shinichiro, Kinoyonobu Kasama, and Masaki Kitazume. "Unconfined Compressive Strength Properties of Cement Treated Soil Subjected to Cyclic Loading During Curing Period." In Lecture Notes in Civil Engineering, 593–97. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-2184-3_76.

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Vu, Ba Thao, Thi Thanh Huong Ngo, Quoc Dung Nguyen, Anh Quan Ngo, and Lanh Si Ho. "Study on Cement-Treated Soil with RoadCem Additive in Construction of Rural Roads: A Case Study in Viet Nam." In Lecture Notes in Civil Engineering, 859–64. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-0802-8_137.

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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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Conference papers on the topic "Cement-treated soil"

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Lapointe, Emilie, Jonathan Fannin, and Brian W. Wilson. "Cement-Treated Soil: Variation of UCS with Soil Type." In Proceedings of the Fourth International Conference on Grouting and Deep Mixing. Reston, VA: American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412350.0037.

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Hoyos, L. R., H. R. Thudi, and A. J. Puppala. "Soil-Water Retention Properties of Cement Treated Clay." In Geo-Denver 2007. Reston, VA: American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40906(225)4.

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Emery, Tenli W., Robert J. Stevens, Jashod Roy, Estefania Flores, and W. Spencer Guthrie. "Soil-Water Characteristic Curves for Clayey Soil Treated with Cement or Lime." In 2020 Intermountain Engineering, Technology and Computing (IETC). IEEE, 2020. http://dx.doi.org/10.1109/ietc47856.2020.9249212.

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Kitazume, Masaki, and Satoshi Nishimura. "Quality Assurance of Cement Treated Soil by Wet Grab Sampler." In International Symposium on Ground Improvement Technologies and Case Histories. Singapore: Research Publishing Services, 2009. http://dx.doi.org/10.3850/gi094.

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Kitazume, Masaki, Takeshi Nakamura, Masaaki Terashi, and Kanta Ohishi. "Laboratory Tests on Long-Term Strength of Cement Treated Soil." In Third International Conference on Grouting and Ground Treatment. Reston, VA: American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40663(2003)31.

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Hayashi, Hirochika, Jun'ichi Nishikawa, Kanta Ohishi, and Masaaki Terashi. "Field Observation of Long-Term Strength of Cement Treated Soil." In Third International Conference on Grouting and Ground Treatment. Reston, VA: American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40663(2003)32.

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Osinubi, K. J., A. S. Liman, and G. Moses. "Batch Equilibrium Analysis of Compacted Cement Kiln Dust Treated Lateritic Soil." In Geo-Shanghai 2014. Reston, VA: American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413432.019.

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Cui, S. L., X. P. Wang, M. J. Tian, and Y. F. Du. "Study on strength property of Cement Kiln Dust treated expansive soil." In 2016 5th International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE 2016). Paris, France: Atlantis Press, 2016. http://dx.doi.org/10.2991/iccahe-16.2016.99.

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Kalantari, Behzad, and Bujang B. K. Huat. "UCS Evaluaton Tests for Cement Treated Peat Soil with Polypropylene Fibers." In International Symposium on Ground Improvement Technologies and Case Histories. Singapore: Research Publishing Services, 2009. http://dx.doi.org/10.3850/gi024.

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Shinsha, Hiroshi, Masaya Watanabe, Syozo Ikeda, and Takahiro Kumagai. "Reclamation Execution Utilizing Cement Treated Soil by the Pipe Mixing Method." In International Symposium on Ground Improvement Technologies and Case Histories. Singapore: Research Publishing Services, 2009. http://dx.doi.org/10.3850/gi088.

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Reports on the topic "Cement-treated soil"

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Anderton, Gary, Ernest Berney, John Newman, Travis Mann, Chad Gartrell, and Daniel Miller. Joint Rapid Airfield Construction (JRAC) Program 2004 Demonstration Project--Fort Bragg, North Carolina. Engineer Research and Development Center (U.S.), March 2021. http://dx.doi.org/10.21079/11681/40139.

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This report describes the demonstration of technologies and procedures developed during April 2002 and May 2004 under the Joint Rapid Airfield Construction (JRAC) Program. The demonstration took place at Sicily Landing Zone (LZ) at Fort Bragg, NC, in July of 2004. The objective of the exercise was to demonstrate the procedures and technologies developed under the JRAC Program by rapidly building two parking aprons capable of supporting C-130 transport aircraft taxiing and parking operations. The exercise was conducted under continuous 24-hr operations to simulate a real-world rapid construction environment. Apron 1 (north apron) was constructed using two technologies, one-half being ACE™ Matting and the other half being a cement-polymer stabilized soil surface. Apron 2 (south apron) was constructed solely of a fiber-cement-stabilized soil system. Both aprons were treated with a polymer emulsion surface application to form a sealed surface against abrasion and water infiltration. The entire construction of both aprons required 76 hr, with Apron 1 finished in 48 hr. The construction of Apron 1 was validated by operation of a C-130 aircraft approximately 31 hr after completion with success and high praises from the aircraft flight crew on the stability and surface of the apron, as well as its dust-abating characteristics.

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Behnood, Ali, and Jan Olek. Development of Subgrade Stabilization and Slab Undersealing Solutions for PCC Pavements Restoration and Repairs. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317128.

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The loss of functionality and the development of distress in concrete pavements is often attributable to the poor subbase and subgrade conditions and/or loss of support due to the development of the voids underneath the slab. Subgrade soil stabilization can be used as an effective approach to restore the functionality of the subgrades in patching projects. This research had two main objectives: (1) identifying the best practices for soil stabilization of the existing subgrade during pavement patching operations and (2) identifying and developing new, modified grouting materials for slab stabilization and undersealing. Various stabilization scenarios were tested and showed improved performance of the subgrade layer. The use of geotextile along with aggregate course was found to significantly reduce the settlement. Non-removable flowable fill was also found to significantly reduce the subgrade settlement. Cement-treated aggregate and lean concrete provided the best performance, as they prevented formation of any noticeable settlement in the underlying subgrade.

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