Relevant bibliographies by topics / Optimum Lime Content (OLC)

Contents

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

Academic literature on the topic 'Optimum Lime Content (OLC)'

Author: Grafiati
Published: 6 September 2023
Last updated: 31 July 2025

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Journal articles on the topic "Optimum Lime Content (OLC)"

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James, Jijo, Sivapriya Vijayasimhan, and Eyo Eyo. "Stress-Strain Characteristics and Mineralogy of an Expansive Soil Stabilized Using Lime and Phosphogypsum." Applied Sciences 13, no. 1 (2022): 123. http://dx.doi.org/10.3390/app13010123.

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The study involved the utilization of an industrial waste product, Phosphogypsum (PG) as an additive to lime for the stabilization of soil. Three lime dosages, viz. initial consumption of lime (ICL), optimum lime content (OLC) and less than ICL (LICL) were adopted for stabilizing the soil. The study investigated the stress-strain characteristics of soil composites stabilized with these three lime contents modified with optimum dosages of PG. Mineralogical studies were performed on the spent samples used for a series of determinations of unconfined compression strength tests with various combin
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Zukri, Azhani, and Nadiatul Adilah Ahmad Abdul Ghani. "A Study of Soil Stabilization by Hydrated Lime at Kampung Kedaik Asal, Rompin, Pahang, Malaysia." Applied Mechanics and Materials 695 (November 2014): 738–41. http://dx.doi.org/10.4028/www.scientific.net/amm.695.738.

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This study involves the clay sample which is taken from Kampung Kedaik Asal, Rompin site and evaluation of its properties in natural state and after stabilization. The main objectives of this paper is to estimate the optimum lime content (OLC) needed to stabilize the soil by using Eades-Grim pH Test, to determine the optimum moisture content (OMC) and maximum dry density (MDD) of the treated soil by Standard Proctor Test and also the strength value of the soil specimens with different percentages of lime content corresponding with different curing period by Unconfined Compressive Strength (UCS
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Jairaj, C., M. T. Prathap Kumar, and H. Muralidhara. "Shear Strength of BC-Soil Admixed with Lime and Bio-Enzyme." Materials Science Forum 969 (August 2019): 327–34. http://dx.doi.org/10.4028/www.scientific.net/msf.969.327.

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This BC Soil are expansive in nature and are problematic because of low shear strength and high compressibility. Review of literatures have proven that addition of lime imparts high strength with a corresponding reduction in swell of BC soils. In addition, Bio-enzymes have also been found to play a key role as activators in improving the characteristics of clayey soils such as BC soil. Development and use of non-traditional ground improvement techniques such as bio-enzymes in combination with lime for soil stabilization helps to reduce the cost and the detrimental effects on the soil environme
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James, Jijo. "A Micro-Level Investigation of Optimum Lime-Content Stabilized Expansive Soil Amended with Organic Coconut Shell Powder." Slovak Journal of Civil Engineering 28, no. 1 (2020): 1–10. http://dx.doi.org/10.2478/sjce-2020-0001.

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AbstractThe experimental investigation involved stabilizing an expansive soil using lime, amending the stabilization process with varying doses of coconut shell powder (CSP), and studying the effects of the amendment on the strength, index properties, mineralogy, and microstructure of the stabilized soil. The optimum lime content (OLC) for the maximum strength gain of the stabilized soil was determined by performing unconfined compressive strength (UCS) tests. The stabilization process was amended with four different proportions of CSP, and the UCSs of the amended specimens were evaluated and
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James, Jijo, Ebenezer Paul Billy Graham David, Mahalakshmi Nagarathinam, Mohan Kumar Thaniyarasu, and Jayapal Madhu. "Pozzolanic benefit of fly ash and steel slag blends in the development of uniaxial compressive strength of lime stabilized soil." Revista Facultad de Ingeniería 28, no. 49 (2018): 7–21. http://dx.doi.org/10.19053/01211129.v28.n49.2018.8544.

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This investigation involved the examination of pozzolanic benefits that resulted from the amendment of lime stabilization of a soil by using a combination of two industrial wastes viz. Fly ash (FA) and Steel Slag (SS). Two lime contents (6% and 8%), which represented the control specimens, were selected for stabilizing the soil, one above the Initial Consumption of Lime (ICL) and the other above the Optimum Lime Content (OLC), respectively. The lime to total solid waste ratio was maintained as 1:1, and the FA/SS ratio varied within the total solid waste content adopted for amending lime stabil
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James, Jijo, and P. Kasinatha Pandian. "Plasticity, Swell-Shrink, and Microstructure of Phosphogypsum Admixed Lime Stabilized Expansive Soil." Advances in Civil Engineering 2016 (2016): 1–10. http://dx.doi.org/10.1155/2016/9798456.

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The study involved utilization of an industrial waste, Phosphogypsum (PG), as an additive to lime stabilization of an expansive soil. Three lime dosages, namely, initial consumption of lime (ICL), optimum lime content (OLC), and less than ICL (LICL), were identified for the soil under study for stabilizing the soil. Along with lime, varying doses of PG were added to the soil for stabilization. The effect of stabilization was studied by performing index tests, namely, liquid limit, plastic limit, shrinkage limit, and free swell test, on pulverized remains of failed unconfined compression test s
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James, Jijo, and P. Kasinatha Pandian. "Bagasse Ash as an Auxiliary Additive to Lime Stabilization of an Expansive Soil: Strength and Microstructural Investigation." Advances in Civil Engineering 2018 (May 2, 2018): 1–16. http://dx.doi.org/10.1155/2018/9658639.

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The study dealt with the effect of addition of sugarcane bagasse ash (BA) on the strength development of a lime stabilized expansive soil. Unlike previous investigations with combinations of lime and BA, this study compares the effect of lime contents determined by scientifically established procedures and the effect of BA on the stabilization of lime at different proportions with additional microstructural investigations. The minimum lime content required for stabilization known as initial consumption of lime (ICL) was determined using the Eades and Grim pH test as 5.5%. The optimum lime cont
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Ramadan, Khaled Z., and Ahmed M. Ashteyat. "Utilization of white cement bypass dust as filler in asphalt concrete mixtures." Canadian Journal of Civil Engineering 36, no. 2 (2009): 191–95. http://dx.doi.org/10.1139/l08-124.

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This research was carried out to investigate potential reuses of white cement bypass dust (WCBPD) in the Hashemite Kingdom of Jordan. For this purpose, five different asphalt concrete mixtures were prepared using lime mineral filler (control), 2%, 4%, 6%, and 8% WCBPD substitution for lime mineral filler (LMF). The mixtures were subjected to Marshall testing. Results indicated that the substitution of 2% WCBPD for LMF essentially produced almost the same optimum bitumen content (OBC) as the control mixtures (5.5% by weight of aggregate). The substitution of 4% WCBPD slightly increased the OBC
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Al-Bayati, Hanaa Khaleel Alwan, Abimbola Grace Oyeyi, and Susan L. Tighe. "Experimental Assessment of Mineral Filler on the Volumetric Properties and Mechanical Performance of HMA Mixtures." Civil Engineering Journal 6, no. 12 (2020): 2312–31. http://dx.doi.org/10.28991/cej-2020-03091619.

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This research is conducted to evaluate the influence of mineral filler on the volumetric properties, mechanical and field performance of Hot Mix Asphalt (HMA). Two mineral filler types, namely, Hydrated Lime (HL) and Dust Plant (DPt) were used. Three filler proportions were utilized greater than 1% which represents the most applicable percentage, especially for HL, used by the Ministry of Transportation Ontario (MTO). The effect of filler on various volumetric properties including Voids In Mineral Aggregates (VMA), Voids Filled With Asphalt (VFA), dust to binder ratio (Dp) is examined. Mechani
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Harpinder, Pal Singh* Parneet Batish Pardeep Singh Sekho. "INFLUENCE OF CALCIUM CHLORIDE ON INDEX PROPERTIES AND CBR VALUE OF CLAYEY SOIL." Global Journal of Engineering Science and Research Management 4, no. 8 (2017): 7–14. https://doi.org/10.5281/zenodo.841190.

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Most of the problem faced by geotechnical engineers is when a given site does not have suitable engineering properties to support structures, roads and foundation. The soil of the site may be weak due to various reasons. A difficult problem in work exists when the soil is found to be clay or the water table in that region is high. Soils with high clay content generally have low shear strength and has tendency to swell when their moisture content is allowed to increase. For these reasons clayey soil is not suited for structures, roads and foundation. Engineering properties of clayey soil can be
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Dissertations / Theses on the topic "Optimum Lime Content (OLC)"

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Jha, Arvind Kumar. "Role of Gypsum in Stabilisation of Expansive Soil with Lime/Fly Ash-A Micro-Mechanistic Study." Thesis, 2016. https://etd.iisc.ac.in/handle/2005/4355.

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Stabilization of expansive soils with various calcium–based stabilizers (lime and cement) directly or in combinations with other solid waste materials such as fly ash and ground granulated blast furnace slag (GGBS) etc. is common approach by many foundation engineers to improve the properties, and conquer the distress caused by undesirable swell–shrink in the soil. Several researches have also been dedicated to understanding the complex ionic reactions and their products, and the mechanisms by which they affect the behaviour of expansive soils. Also, protocol for the lime stabilization of soil
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Books on the topic "Optimum Lime Content (OLC)"

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Godwin, William. An Enquiry Concerning Political Justice. Edited by Mark Philp. Oxford University Press, 2013. http://dx.doi.org/10.1093/owc/9780199642625.001.0001.

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‘To a rational being there can be but one rule of conduct, justice, and one mode of ascertaining that rule, the exercise of his understanding.’ Godwin’s Political Justice is the founding text of philosophical anarchism. Written in the immediate aftermath of the French Revolution, it exemplifies the political optimism felt by many writers and intellectuals. Godwin drew on enlightenment ideas and his background in religious dissent for the principles of justice, utility, and the sanctity of individual judgement that drove his powerful critique of all forms of secular and religious authority. He
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Aleksandrova, Anna K., ed. Essays on the Political history of the Countries of Central and south-Eastern Europe. From the Late Twentieth to the Early Twenty-First Centuries. Nestor-Istoriia, 2020. http://dx.doi.org/10.31168/2712-8342.2020.1.

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This collective monograph is a comprehensive study of the causes, evolution and outcomes of complex processes in the contemporary history of the countries of Central and South-Eastern Europe, and aims in particular to identify common and special characteristics in their socio-economic and political development. The authors base their work on documentary evidence; both published and unpublished archival materials reveal the specifics of the development of the political landscapes in these countries. They highlight models combining both European and nationally oriented (and even nationalist) com
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Skiba, Grzegorz. Fizjologiczne, żywieniowe i genetyczne uwarunkowania właściwości kości rosnących świń. The Kielanowski Institute of Animal Physiology and Nutrition, Polish Academy of Sciences, 2020. http://dx.doi.org/10.22358/mono_gs_2020.

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Bones are multifunctional passive organs of movement that supports soft tissue and directly attached muscles. They also protect internal organs and are a reserve of calcium, phosphorus and magnesium. Each bone is covered with periosteum, and the adjacent bone surfaces are covered by articular cartilage. Histologically, the bone is an organ composed of many different tissues. The main component is bone tissue (cortical and spongy) composed of a set of bone cells and intercellular substance (mineral and organic), it also contains fat, hematopoietic (bone marrow) and cartilaginous tissue. Bones a
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Book chapters on the topic "Optimum Lime Content (OLC)"

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Sushritha, G., and Jijo James. "Optimum Lime Content Stabilized Expansive Soil Modified with Eggshell Ash." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-96-1373-1_27.

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He, Wenliang, Peng Li, and Guoyao Wu. "Amino Acid Nutrition and Metabolism in Chickens." In Advances in Experimental Medicine and Biology. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-54462-1_7.

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AbstractBoth poultry meat and eggs provide high-quality animal protein [containing sufficient amounts and proper ratios of amino acids (AAs)] for human consumption and, therefore, play an important role in the growth, development, and health of all individuals. Because there are growing concerns about the suboptimal efficiencies of poultry production and its impact on environmental sustainability, much attention has been paid to the formulation of low-protein diets and precision nutrition through the addition of low-cost crystalline AAs or alternative sources of animal-protein feedstuffs. This
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Al-Taie A.Y., Disfani M.M., Evans R.P., Arulrajah A., and Horpibulsuk S. "Determination of Optimum Lime Content for Volcanic Expansive Clays." In From Fundamentals to Applications in Geotechnics. IOS Press, 2015. https://doi.org/10.3233/978-1-61499-603-3-1623.

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This paper reports on a new method for determination of the optimum lime content for stabilisation of volcanic expansive clays. The suitability of past methods such as Eades and Grim is also discussed. In this study, Braybrook (West Melbourne, Australia) volcanic expansive clay was stabilized using hydrated lime. Physical properties of untreated samples and those treated with 2, 3, 4, 6, 8, and 10 percentages of lime were obtained. Results of the Loss of Ignition test indicate that some organic material was present in the studied clay. PH concentration of each mixture was determined at differe
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Sivapullaiah P.V., Sridharan A., and Ramesh H.N. "Geotechnical behaviour of lime treated sulphatic soils." In Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2005. https://doi.org/10.3233/978-1-61499-656-9-2441.

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This study has been under taken to understand the influence of sulphate content on two extreme types of fine-grained soils, namely montmorillonitic black cotton soil and kaolinitic red earth stabilised with optimum lime content of 6%. . It has been observed that unusual increase in liquid limit and plasticity index of both types of lime treated soils occurs in the presence of sulphate. However, only the shrinkage limit of expansive soil decreases in the presence of sulphate. Compressibility of lime treated soil containing sulphate increases significantly after curing for one year. The strength
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Maneli A., Kupolati W.K., Ndambuki J.M., and Abiola O.S. "Influence of curing time and compaction on black cotton soil stabilized with fly ash, ground-granulated blast furnace slag and lime." In Construction Materials and Structures. IOS Press, 2014. https://doi.org/10.3233/978-1-61499-466-4-575.

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The influence of curing time and compaction efforts on black cotton soil stabilized with optimum percentages of two industrial wastes activated with lime were evaluated in this paper. Fly ash (FA), ground granulated blast furnace slag (GGBFS) and lime at 12%, 8% and 1-9% respectively were used to stabilize black cotton soil in accordance to South Africa standards. Atterberg's limit, compaction and California bearing ratio (CBR) tests were conducted on the specimens. All the mixtures were compacted at optimum moisture content to different degrees of compaction and cured for 7, 28, 60 and 90 day
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Susinov Bojan and Josifovski Josif. "Lime Stabilization of Silty Soft Soil." In Advances in Soil Mechanics and Geotechnical Engineering. IOS Press, 2013. https://doi.org/10.3233/978-1-61499-297-4-147.

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Lime stabilization as a method for soil improvement is beneficial for number of important engineering properties, such as: strength, resistance to fracture, resilient properties and reduced swelling. This paper briefly describes the application of quicklime to stabilize soft soil. Many laboratory tests have been carried out on silty soil to determine the improvements for lime in varying percentages. The laboratory investigations for optimum lime and moisture content, preparing and curing samples under controlled conditions were carried out. The investigation of both treated and untreated soil
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Rathmayer Hans. "Risk from inhomogeneity of DM lime-cement stabilized soil and columns." In Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2006. https://doi.org/10.3233/978-1-61499-656-9-3544.

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Several aspects related to the quality of DM lime-cement stabilisation are highlighted. The preparation of laboratory samples for binder optimisation differs essentially from the mixing procedure in the field (e.g. homogeneity, air content, density, temperature conditions). For obtaining good lab/ in-situ relationship real simulation of the in-situ mixing procedure for the design of optimum binder quality and quantity is necessary, e.g with a small size pilot machinery. The strength properties of stabilised soil is a strongly dependent on w/c (water-cement ratio), thus high cement content resu
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Metelková Z., Boháč J., Sedlářová I., and Přikryl R. "Changes of pore size and of hydraulic conductivity by adding lime in compacting clay liners." In Geotechnical Engineering: New Horizons. IOS Press, 2011. https://doi.org/10.3233/978-1-60750-808-3-93.

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The paper presents results of a laboratory study on the compacted mixture of clayey silt with 1–8% of CaO. Adding of CaO increased the maximum dry density and decreased the optimum water content. In the case of 4–8 % of added CaO the size of the pores kept decreasing until 360 of curing days, while with 2% of CaO the decrease stopped at 120 days and no further pore size changes were detected with 1% of added CaO after 28 curing days. The hydraulic conductivity of the treated soil increased from ca 10−9ms−1to 10−7ms−1on adding CaO, but
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Haeri S. Mohsen, Hosseini Arash M., Shahrabi Mohammad Mahdi, and Soleymani Saman. "Comparison of Strength Characteristics of Gorgan Loessial Soil Improved by Nano-Silica, Lime and Portland Cement." In From Fundamentals to Applications in Geotechnics. IOS Press, 2015. https://doi.org/10.3233/978-1-61499-603-3-1820.

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Loess is among the most collapsible soils, which shows high stiffness and strength in its natural moisture content. Nevertheless, as it reaches to the critical moisture, under certain loading, its volume decreases rapidly and collapse of the soil takes place. Therefore, the bearing capacity of any foundation of structures built on such a soil is reduced and relatively abrupt and excessive settlements lead to drastic deformations and failures in that structure. The paper presented herein describes a laboratory study to evaluate and compare the deformation and strength characteristics of Loessia
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Fehr, Hans, and Fabian Kindermann. "The life-cycle model and intertemporal choice." In Introduction to Computational Economics Using Fortran. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198804390.003.0009.

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The discussion in the Chapters 3 and 4 centred around static optimization problems.The static general equilibrium model of Chapter 3 features an exogenous capital stock and Chapter 4 discusses investment decisions with risky assets, but in a static context. In this chapter we take a first step towards the analysis of dynamic problems. We introduce the life-cycle model and analyse the intertemporal choice of consumption and individual savings. We start with discussing the most basic version of this model and then introduce labour-income uncertainty to explain different motives for saving. In la
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Conference papers on the topic "Optimum Lime Content (OLC)"

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Phuyal, Kabiraj, James Mahar, and Mustafa Mashal. "Utilization of Precipitated Calcium Carbonate (PCC) and Upcycled Concrete Aggregate (UCA) in Civil Engineering." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.0146.

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<p>The purpose of this study is to utilize Precipitated Calcium Carbonate (PCC) and Upcycled Concrete Aggregate (UCA) in civil engineering. PCC is a fine to coarse grain material generated during the production of sugar from sugar beets. UCA is produced from demolished and returned concrete by the extraction of primarily calcium and alkalinity. The test results on PCC alone show that the optimum content to achieve a minimum 28 MPa (4000 psi) compressive strength is up to 30% by weight of Portland cement. The corresponding compressive strength of mixes in which conventional aggregate was
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Kurup, G. Surya Narayana, Sona P. S., Luthfa U, Varsha Manu, and Amal Azad Sahib. "Undrained Strength Characteristics of Fibre Reinforced Expansive Soils." In International Web Conference in Civil Engineering for a Sustainable Planet. AIJR Publisher, 2021. http://dx.doi.org/10.21467/proceedings.112.19.

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Expansive soils are those whose volume changes take place while it comes in contact with water. It expands during rainy season due to intake of water and shrinks during summer season. Expansive soils owe their characteristics due to the presence of swelling clay minerals. Expansive soils cover nearly 20% of landmass in India and include almost the entire Deccan plateau, western Madhya Pradesh, parts of Gujarat, Uttar Pradesh, Andhra Pradesh, Karnataka and Maharashtra. The properties that describe the expansive behaviour of soils are free swell index, swell potential and swell pressure. This be
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Mohan, Regi P., and Adarsh P. "Strength Characterisation of Nanochemical Stabilized Kuttanad Clay for Pavement Construction." In International Web Conference in Civil Engineering for a Sustainable Planet. AIJR Publisher, 2021. http://dx.doi.org/10.21467/proceedings.112.17.

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Kuttanad clays are low strength, soft, organic clay deposits found in the Kuttanad areas of the Alappuzha district, Kerala. Lots of failures have been reported to the structures built over it due to its swelling - shrinking characteristics. To enhance the load-bearing capacity and decrease the settlement characteristics, the addition of appropriate stabilizing agents is considered the most efficient technique in soil stabilization applications. Soil stabilization techniques using traditional stabilizers in mass projects have become costly due to the increase in the cost of materials like cemen
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Önder, Begüm Aylin. "Using the Concept of “Social Distancing” in Advertising Designs: A Comparative Analysis." In COMMUNICATION AND TECHNOLOGY CONGRESS. ISTANBUL AYDIN UNIVERSITY, 2021. http://dx.doi.org/10.17932/ctcspc.21/ctc21.009.

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Corporate social responsibility is one of the activities that goes beyond philanthropy, based on volunteerism in line with the responsibilities of enterprises towards society. This concept, which offers businesses the opportunity to look after and develop their brand image in the eyes of society, has become a necessity, not a choice, especially in today's world. In order to meet social expectations, the effectiveness of static and dynamic advertising messages implemented in all social benefit-based studies for human development such as environment, health and education is very important in ter
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Passos, R. B., and A. C. Fernandes. "Operability Wave Study for Upgrading Aged FPSO Using Flotel." In Offshore Technology Conference Brasil. OTC, 2023. http://dx.doi.org/10.4043/32842-ms.

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In recent years, there has been a significant increase in the demand for updating and maintenance services for on board systems in FPSO-type units, positioned at long distances from the coast. Dozens of these units were built in the mid-1990s and are now approaching to the end of their project life expectancy, usually around 25 years. As they are quite aging units, there are some updating needs on board. Because there is an enormous difficulty in transporting the units to a complete docking in traditional coast drydock, operators around the world use as an alternative to bring the facilities o
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Obućina, Ognjen, and Toni Babarović. "GUIDE pilot survey on child well-being in five European countries." In Population in Post-Yugoslav Countries: (Dis)Similarities and Perspectives. Institute of Social Sciences, 2024. http://dx.doi.org/10.59954/ppycdsp2024.8.

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Growing Up In Digital Europe (GUIDE) will be Europe’s first comparative birth cohort study of children’s and young people’s wellbeing. The aim of the GUIDE study is to track children’s personal wellbeing and development, in combination with key indicators of children’s homes, neighbourhoods, and schools, across Europe. GUIDE will be an accelerated cohort survey including a sample of infants as well as a sample of school age children. One of the principal tasks in the preparatory stage of the survey has been to implement the GUIDE Pilot Survey, a large-scale cohort pilot survey using a harmonis
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Narasinghe, NMNT, Narasinghe, NMNT, and Sampath, KHSM Sampath, KHSM. "Mechanical behaviour of rice husk ash and cement–stabilized peat under different curing periods." In Civil Engineering Research Symposium 2024. Department of Civil Engineering, University of Moratuwa, 2024. http://dx.doi.org/10.31705/cers.2024.3.

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The problematic nature of peat due to its high organic content, substantial compressibility, and low shear strength, frequently requires stabilization to make it appropriate for construction. This research focuses on enhancing peat soil properties for construction purposes, particularly focusing on areas in Sri Lanka where peatlands present significant challenges for infrastructure development. With involvement in sustainable and cost-effective solutions, the study investigates the efficacy of using Rice Husk Ash (RHA) and cement as stabilizers for natural peatlands. In fact, this approach off
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Novillo, Eva, Mo´nica Pardo, and Alberto Garci´a-Luis. "Novel Approaches for the Integration of High Temperature PEM Fuel Cells Into Aircrafts." In ASME 2010 8th International Conference on Fuel Cell Science, Engineering and Technology. ASMEDC, 2010. http://dx.doi.org/10.1115/fuelcell2010-33090.

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Reduced greenhouse gas emissions via improved energy efficiency represents the ultimate challenge for the energy economy of the future. In this context, fuel cells for power generation aboard aircrafts have a promising potential to effectively contribute to the greening of air transportation. They can simplify today’s aircraft comprising electric, pneumatic and hydraulic systems towards a more electric airplane. Although they are not considered in the short term as an alternative propulsion system for commercial aviation, many efforts are being devoted to their use as auxiliary power units and
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Povestca, Lazari. "Development of muscle strength in women 20-35 years by applying means from fitness." In The International Scientific Congress "Sports. Olimpysm. Health". SOH 2023. 8th Edition. The State University of Physical Education and Sport, 2025. https://doi.org/10.52449/soh23.47.

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Actuality. In modern times, it is not easy for a person to maintain his state of Health. He is constantly exposed to the technologically altered environment, great physical and psychoemotional stress, so modern man has to live more and more at the limit of his psychic and physical capabilities. In recent years, the Republic Of Moldova has seen an unprecedented decrease in the level of public health. The greatest concern in this regard is the attitude of the younger generation to their health. In the meantime, they will ensure the future socio-economic, political, scientific and technological p
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Patras, Svetlana. "Child protection in sport for sports coaches." In The International Scientific Congress "Sports. Olimpysm. Health". SOH 2023. 8th Edition. The State University of Physical Education and Sport, 2025. https://doi.org/10.52449/soh23.43.

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Actuality Football is one of the most popular sports worldwide and millions of children around the world are involved in it. Many of them play, whether in organised matches or kick-abouts. At the same time, almost all children follow a favorite team, learning valuable life lessons such as loyalty and team work. In this context, involving children in playing football requires ensuring and respecting their right to a safe environment, a culture of respect and understanding within the football team. Every child has the right to enjoy football in a safe and inclusive environment, free from any for
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Reports on the topic "Optimum Lime Content (OLC)"

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Boisclair, Yves R., and Arieh Gertler. Development and Use of Leptin Receptor Antagonists to Increase Appetite and Adaptive Metabolism in Ruminants. United States Department of Agriculture, 2012. http://dx.doi.org/10.32747/2012.7697120.bard.

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Objectives The original project had 2 major objectives: (1) To determine the effects of centrally administered leptin antagonist on appetite and adaptive metabolism in the sheep; (2) To develop and prepare second-generation leptin antagonists combining high binding affinity and prolonged in vivo half-life. Background Periods of suboptimal nutrition or exaggerated metabolic activity demands lead to a state of chronic energy insufficiency. Ruminants remain productive for a surprisingly long period of time under these circumstances by evoking adaptations sparing available energy and nutrients. Th
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Haslam, Divna, Ben Mathews, Rosana Pacella, et al. The prevalence and impact of child maltreatment in Australia: Findings from the Australian Child Maltreatment Study: Brief Report. Queensland University of Technology, 2023. http://dx.doi.org/10.5204/rep.eprints.239397.

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The Australian Child Maltreatment Study (ACMS) is a landmark study for our nation. The ACMS research team has generated the first nationally representative data on the prevalence of each of the five types of child maltreatment in Australia, and their associated health impacts through life. We also identified information about the context of maltreatment experiences, including how old children are when it occurs, and who inflicts it. This knowledge about which children are most at risk of which types of abuse and neglect, at which ages, and by whom, is needed to develop evidencebased population
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