Relevant bibliographies by topics / Cement Treated Soils

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Cement Treated Soils'

Author: Grafiati
Published: 4 June 2021
Last updated: 6 September 2023

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Journal articles on the topic "Cement Treated Soils"

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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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Quang, Nguyen Duy, and Jin Chun Chai. "Permeability of lime- and cement-treated clayey soils." Canadian Geotechnical Journal 52, no. 9 (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
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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 c
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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 indi
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Cao, Jing, Fangyi Liu, Zhigang Song, et al. "Effect of Ultra-Fine Cement on the Strength and Microstructure of Humic Acid Containing Cemented Soil." Sustainability 15, no. 7 (2023): 5923. http://dx.doi.org/10.3390/su15075923.

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The peat soil in the Dianchi Lake area of Yunnan, China, is widely distributed, bringing many problems to engineering. The peat soil foundation is usually treated by the cement mixing method, and the reinforcement effect of cemented soil is mainly affected by humic acid (HA). Ultra-fine cement (UFC) can improve cement performance and reduce cement consumption, decreasing CO2 emissions and the impact of human activities on the environment. Simulated peat soils in different environments are prepared with HA reagent and cohesive soil, reinforced by composite cement curing agent mixed with ultrafi
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Mirzababaei, Mehdi, Jafar Karimiazar, Ebrahim Sharifi Teshnizi, Reza Arjmandzadeh, and Sayed Hessam Bahmani. "Effect of Nano-Additives on the Strength and Durability Characteristics of Marl." Minerals 11, no. 10 (2021): 1119. http://dx.doi.org/10.3390/min11101119.

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Low bearing capacity soils may pose serious construction concerns such as reduced bearing capacity and excessive hydro-associated volume changes. Proper soil remediation techniques must be planned and implemented before commencing any construction on low bearing capacity soils. Environmentally friendly soil stabilizers are gradually replacing traditional soil stabilizers with high carbon dioxide emissions such as lime and cement. This study investigated the use of an alternative pozzolanic mix of nano-additives (i.e., nano-silica and nano-alumina) and cement to reduce the usage of cement for a
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Azadegan, Omid, Jie Li, S. Hadi Jafari, and Gang Ren. "Geogrid Reinforced Lime Cement Treated Granular Soils." Applied Mechanics and Materials 330 (June 2013): 1090–94. http://dx.doi.org/10.4028/www.scientific.net/amm.330.1090.

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Construction on problematic and soft soils has always been considered a challenging task by the geotechnical engineers. Such soils can be treated with traditional lime and cement stabilization. However in some cases using geogrid reinforced lime and cement treated materials can be very effective, especially in case of seismic or dynamic loads. In this research, a series of laboratory testing has been carried out to investigate mechanical properties of lime and cement treated granular materials with and without geogrid reinforcing layers. The results of the unconfined compressive tests show tha
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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, m
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Onyelowe, Kennedy Chibuzor, Duc Bui Van, Mohammed Oludare Idrees, et al. "An Experimental Study on Compaction Behavior Of Lateritic Soils Treated with Quarry Dust Based Geopolymer Cement." Journal of Solid Waste Technology and Management 47, no. 1 (2021): 104–19. http://dx.doi.org/10.5276/jswtm/2021.104.

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Due to the scarcity of well-graded gravel materials, lateritic soils are widely used for road construction in tropic areas. However, lateritic soils often do not meet the strict requirement for subgrade and need to be improved to be used as construction material. Among several approaches used to enhance the engineering properties of lateritic soils, the use of industrial waste materials, such as fly ash, granulated blast furnace slag, is of particular interest to the construction industry as a potential replacement material for Portland cement in soil stabilization. Meanwhile, some effort has
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Consoli, Nilo Cesar, António Viana da Fonseca, Rodrigo Caberlon Cruz, and Sara Rios Silva. "Voids/Cement Ratio Controlling Tensile Strength of Cement-Treated Soils." Journal of Geotechnical and Geoenvironmental Engineering 137, no. 11 (2011): 1126–31. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0000524.

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Dissertations / Theses on the topic "Cement Treated Soils"

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Young, Tyler Blaine. "Early-age strength assessment of cement-treated materials /." Diss., CLICK HERE for online access, 2007. http://contentdm.lib.byu.edu/ETD/image/etd1779.pdf.

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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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Shea, Michael Scott. "Hydraulic Conductivity of Cement-Treated Soils and Aggregates after Freezing." BYU ScholarsArchive, 2010. https://scholarsarchive.byu.edu/etd/2434.

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Improvements in the strength and durability of frost-susceptible soils and aggregates can be achieved through chemical stabilization using portland cement, where the efficacy of cement stabilization for improving durability depends on the degree to which hydraulic conductivity is reduced. Hydraulic conductivity is commonly estimated from basic soil properties using Moulton's empirical equation. However, the hydraulic conductivity estimation does not consider the detrimental effects of freezing or the benefits of cement stabilization. The purpose of this research was to derive new equations rel
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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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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
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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 large
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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. T
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Moss, Steven Phillip. "Experimental study for asphalt emulsion treated base." To access this resource online via ProQuest Dissertations and Theses @ UTEP, 2008. http://0-proquest.umi.com.lib.utep.edu/login?COPT=REJTPTU0YmImSU5UPTAmVkVSPTI=&clientId=2515.

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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 la
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Books on the topic "Cement Treated Soils"

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Lay, Russell D. Frost heave of a Montana silt treated with reduced cement contents. Brigham Young University, 2005.

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Book chapters on the topic "Cement Treated Soils"

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Cai, Guang-Hua, Song-Yu Liu, Guang-Yin Du, Liang Wang, and Chuan Qin. "Permeability Comparison of MgO-carboanted Soils and Cement-Treated Soils." In Proceedings of GeoShanghai 2018 International Conference: Ground Improvement and Geosynthetics. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0122-3_12.

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Chian, S. C. "Tailoring the Properties of Cement-Treated Clayey Soils." In Developments in Geotechnical Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0505-4_15.

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Hung, Ho Manh, William Cheang, Phung Duc Long, and Nguyen Anh Tuan. "Simulation of Cement-Treated Soils Considering Softening Behavior." In Lecture Notes in Civil Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-2184-3_134.

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Lake, Craig B., Jill Searle, and Evan Bridson-Pateman. "Naphthalene Sorption to Organic Additives in Cement-Treated Soils." In Contaminated Sediments: 5th Volume, Restoration of Aquatic Environment. ASTM International, 2012. http://dx.doi.org/10.1520/stp104302.

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Watabe, Yoichi, Takatoshi Noguchi, and Yoshio Mitarai. "Use of Cement-Treated Lightweight Soils Made from Dredged Clay." In Contaminated Sediments: 5th Volume, Restoration of Aquatic Environment. ASTM International, 2012. http://dx.doi.org/10.1520/stp104219.

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Aksu, Gizem, and Tugba Eskisar. "Mechanical Behavior of Cement-Treated Soils with Nanosilica—A Green Binder." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-0077-7_51.

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Van Nguyen, Son, Lanh Si Ho, and Kenichiro Nakarai. "Experimental Investigation of Cement Type Effect on Hydration and Strength Development of Cement-Treated Soils." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-7160-9_106.

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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. 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. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-95756-2_1.

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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. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5644-9_63.

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Conference papers on the topic "Cement Treated Soils"

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Namikawa, Tsutomu, Yoshio Suzuki, Sadatomo Onimaru, Takuya Tsukamoto, Ryo Kurosawa, and Kentaro Shimada. "Cyclic Unconfined Compression Test of Cement-Treated Soils." In Grouting 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480809.026.

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Rout, Ranjan K., Pinit Ruttanapormakul, Shashank Valluru, and Anand J. Puppala. "Resilient Moduli Behavior of Lime-Cement Treated Subgrade Soils." In GeoCongress 2012. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412121.147.

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Guthrie, W. S., M. S. Shea, and D. L. Eggett. "Hydraulic Conductivity of Cement-Treated Soils and Aggregates after Freezing." In Cold Regions Engineering 2012. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412473.010.

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Abu-Farsakh, Murad, Sanjay Dhakal, and Qiming Chen. "Performance Evaluation of Cement Treated/Stabilized Very Weak Subgrade Soils." In Geo-Congress 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413272.135.

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Adams, Melissa, and W. Spencer Guthrie. "Indirect Tensile Strength of Clayey Soils Treated with Cement or Lime." In 2023 Intermountain Engineering, Technology and Computing (IETC). IEEE, 2023. http://dx.doi.org/10.1109/ietc57902.2023.10152222.

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Zhang, Dingwen, Songyu Liu, Libin Fan, and Yongfeng Deng. "Effect of Salt Concentrations on the Electrical Resistivity of Cement-Treated Soils." In GeoCongress 2012. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412121.105.

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Al-Rubaye, Ahmed, Anton Chirica, and Ioan Bo?i. "THE INFLUENCE OF NANOMATERIALS ON THE GEOTECHNICAL PROPERTIES OF COHESIVE SOILS." In 22nd SGEM International Multidisciplinary Scientific GeoConference 2022. STEF92 Technology, 2022. http://dx.doi.org/10.5593/sgem2022/1.1/s02.019.

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This paper experimentally investigated the effect of using nanomaterials to improve soft soils. Laboratory experimental tests were carried out on loessial soils collected from two different sites in Romania. Two different types of nanomaterials were used in this research, which is namely Nano-MgO with different percentages (0.5%, 0.75%, 1%, and 2%), and Nano-Al2O3 with percentages (0.5%,1%, and 2%), were added to the soil samples, to study their effect on the strength, consistency limits and compressibility of the soil. Treated soil samples were compacted using the modified Proctor test proced
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Hayano, Kimitoshi, Phan Huy Dong, and Yoshiyuki Morikawa. "Physical and mechanical properties of cement-treated granular soils with respect to geotechnical application." In POWDERS AND GRAINS 2013: Proceedings of the 7th International Conference on Micromechanics of Granular Media. AIP, 2013. http://dx.doi.org/10.1063/1.4811927.

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Hayano, Kimitoshi, and Masaki Kitazume. "Strength Variance within Cement Treated Soils Induced by Newly Developed Pneumatic Flow Mixing Method." In Geo-Frontiers Congress 2005. American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40783(162)14.

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Loganayagan, S. "Experimental Study on Practice of Cement Treated Subbase (CTSB) Layer in Flexible Pavement of National Highways in India." In Sustainable Materials and Smart Practices. Materials Research Forum LLC, 2022. http://dx.doi.org/10.21741/9781644901953-5.

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Abstract. Due to the large number of infrastructure projects taking place in rural and urban areas there has been a shortage of building materials. The road industry is looking at ways to improve low-quality materials that are easily accessible for use in road construction. Cement / lime treatment has become an acceptable way to increase soil strength and consistency with moderate proportions, to reduce the number of compounds. The Indian roads congress (IRC) has developed a special edition for the mixed construction of the base / ground floor. There is no design guide currently available for
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Reports on the topic "Cement Treated Soils"

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Shivakumar, Pranavkumar, Kanika Gupta, Antonio Bobet, Boonam Shin, and Peter J. Becker. Estimating Strength from Stiffness for Chemically Treated Soils. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317383.

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The central theme of this study is to identify strength-stiffness correlations for chemically treated subgrade soils in Indiana. This was done by conducting Unconfined Compression (UC) Tests and Resilient Modulus Tests for soils collected at three different sites—US-31, SR-37, and I-65. At each site, soil samples were obtained from 11 locations at 30 ft spacing. The soils were treated in the laboratory with cement, using the same proportions used for construction, and cured for 7 and 28 days before testing. Results from the UC tests were compared with the resilient modulus results that were av
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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.), 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 constructio
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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 stabil
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