The intent of this presentation from W. R. MEADOWS is to provide the most current information available to explain the basics of cement hydration, and to introduce the various types of floor treatments and curing compounds available. The goal of this presentation is to help the specifying agency and end-user identify the correct material for the project. This program is registered with the AIA/CES for continuing professional education. The course earns one AIA credit.
Study of behaviour of concrete using waste materials as a partial substituteSwathy B
Concrete is a composite material that comprises basically of a binding medium, such as a blend of Portland cement and water, inside which are embedded particles or fragments of aggregate, usually a mixture of fine and coarse aggregate. The increase in population has resulted a rise in demand of housing and other construction works, which in turn led to a large shortage of building materials. As these conventional building materials consume a large amount of thermal and electrical energies during their production, the rate of pollution of the environment is also on the rise. This led to the research of building material substitutes, which at the same time doesn’t compromise the quality of the construction and also has eco-friendly properties. This study aims at utilization and to ascertain the suitability of rubber wood ash, crumb rubber, ceramic tile pieces as a partial replacement of cement, fine aggregate and coarse aggregate respectively in normal concrete. Initially properties of materials are analyzed. There after binder material is partially replaced by rubber wood ash at varying percentage 0 to 10%, at interval of 2.5% and tested for its workability and compressive strength for the age of 7 and 28 days. And the results were compared with those of conventional concrete to arrive at an optimum mix having maximum compressive strength. The replacement which gives more strength is chosen and the binder is fixed accordingly for further trials. Thereafter coarse aggregate and fine aggregates are partially replaced by ceramic tile pieces and crumb rubber respectively at varying percentages from 2 to 8% at intervals of 2% to find the optimum mix having maximum compressive strength. The strength and durability performance of these concrete with conventional concrete is studied. Qualitative analysis of waste substituted concrete is studied using XRD method. It was found that maximum strength properties was when fine aggregate and coarse aggregate was replaced up to 2% with crumb rubber and ceramic tile pieces along with 5% rubber wood ash as partial replacement of cement.
Keywords: Rubber wood ash, Crumb rubber, Ceramic tile pieces
The Effect of Rise Husk Ash on Strength and Permeability of ConcreteAkshay D Nicator
HA, produced after burning of Rice husks (RH) has high reactivity and pozzolanic property. Indian Standard code of practice for plain and reinforced concrete, IS 456- 2000, recommends use of RHA in concrete but does not specify quantities.
Bagasse ash as a partial replacement to cement. This replacement can improve the properties of cement as well as, it reduces the effects over the environment.
Study of behaviour of concrete using waste materials as a partial substituteSwathy B
Concrete is a composite material that comprises basically of a binding medium, such as a blend of Portland cement and water, inside which are embedded particles or fragments of aggregate, usually a mixture of fine and coarse aggregate. The increase in population has resulted a rise in demand of housing and other construction works, which in turn led to a large shortage of building materials. As these conventional building materials consume a large amount of thermal and electrical energies during their production, the rate of pollution of the environment is also on the rise. This led to the research of building material substitutes, which at the same time doesn’t compromise the quality of the construction and also has eco-friendly properties. This study aims at utilization and to ascertain the suitability of rubber wood ash, crumb rubber, ceramic tile pieces as a partial replacement of cement, fine aggregate and coarse aggregate respectively in normal concrete. Initially properties of materials are analyzed. There after binder material is partially replaced by rubber wood ash at varying percentage 0 to 10%, at interval of 2.5% and tested for its workability and compressive strength for the age of 7 and 28 days. And the results were compared with those of conventional concrete to arrive at an optimum mix having maximum compressive strength. The replacement which gives more strength is chosen and the binder is fixed accordingly for further trials. Thereafter coarse aggregate and fine aggregates are partially replaced by ceramic tile pieces and crumb rubber respectively at varying percentages from 2 to 8% at intervals of 2% to find the optimum mix having maximum compressive strength. The strength and durability performance of these concrete with conventional concrete is studied. Qualitative analysis of waste substituted concrete is studied using XRD method. It was found that maximum strength properties was when fine aggregate and coarse aggregate was replaced up to 2% with crumb rubber and ceramic tile pieces along with 5% rubber wood ash as partial replacement of cement.
Keywords: Rubber wood ash, Crumb rubber, Ceramic tile pieces
The Effect of Rise Husk Ash on Strength and Permeability of ConcreteAkshay D Nicator
HA, produced after burning of Rice husks (RH) has high reactivity and pozzolanic property. Indian Standard code of practice for plain and reinforced concrete, IS 456- 2000, recommends use of RHA in concrete but does not specify quantities.
Bagasse ash as a partial replacement to cement. This replacement can improve the properties of cement as well as, it reduces the effects over the environment.
A study on use of cowdung ash and rice husk ash in concreteeSAT Journals
Abstract This paper present the experimental study of CDA and RHA as partial replacement of ordinary portland cement in M:15 mix proportional ratio 1:2:4 is used and tested for consistency limit ,setting time, workability of CDA and RHA with ordinary portland cement .cement was replace with CDA and RHA by weight of 5%,10%,15%,20%,25% respectively in concrete. Compressive strength test was carried out on 150x150x150mm3 concrete cube after 7, 14, and 28 days curing. It was observed that optimum content of CDA and RHA is 5% at that content maximum compressive strength is achieved. While workability decreases when increasing % of CDA and RHA in concrete and setting time also increases by increasing replacement in cement. KEYWORDS:- Cement concrete, Compaction factor, Compressive strength, Consistency Cow dung ash, Rice husk ash, Setting time.
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
High-Volume Fly Ash Concrete: According to some researchers, more than 30% fly ash by mass (equivalent as 50% by volume) of the cementitious material may be considered enough to classify the mixtures as High-Volume Fly Ash (HVFA) concrete. It is possible to produce sustainable, high performance concrete mixtures with 50% or more cement replacement by fly ash.
Effect of Waste Foundry Sand on Durability Properties of ConcreteIEI GSC
Presentation on Effect of Waste Foundry Sand on Durability Properties of Concrete by Tirth Doshi guided by Dr Urmil Dave & Prof Tejas Joshi at #33NCCE 33rd National Convention of Civil Engineers at #IEIGSC
ALTERNATE AND LOW COST CONSTRUCTION MATERIAL: RICE HUSK ASH (RHA)AM Publications
Due to pozzolanic reactivity, Rice Husk Ash is used as a supplementary cementing material in concrete. It has
economical and technical advantages to be used in concrete. I am going to replace cement by the use of RHA by 5%,10% &
15% by weight of cement in three different experiment to find out the maximum strength and compare it with the strength of
normal concrete by using the grade of M20 at the days of 7 and 14. This research therefore is an investigation of the
performance of the concrete made of partially replacing OPC with RHA on the structural integrity and properties of RHA
concrete.
In Situ Precipitation for Preparation of NR Silica CompositesSyed Mohammed Sajl
Silica
Production of Silica
Natural Rubber (NR)
Precipitated Silica Filled NR Composite
In Situ Precipitation of Silica Filled Composite from Centrifuged Latex
Determination of Silica Content in Sample
Properties
Conclusion
Effectiveness of Use of Rice Husk Ash as Partial Replacement of Cement in Con...IJMER
India is a major rice producing country, and the husk generated during milling is mostly
used as a fuel in the boilers for processing paddy and producing energy through direct combustion.
About 21 million tones of Rice Husk Ash (RHA) is produced annually. This RHA is regarded as a waste
and has disposal problem because of the fact that it consumes a vast area for dumping. Lots of ways are
being thought of for disposing them by making commercial use of this RHA. RHA can be used as a
replacement for concrete (5 to 15%).This paper evaluates how different contents of Rice Husk Ash
added to concrete may influence its properties. In this study, cement was replaced by waste RHA as
5%,10% and 15% by weight for M-25 mix. The concrete specimens were tested for compressive
strength, durability (water absorption) and density at 28 days of age and the results obtained were
compared with those of normal concrete. The results concluded the permissibility of using waste RHA
as partial replacement of cement up to 10% by weight of cement
AN EXPERIMENTAL STUDY ON PARTIAL REPLACEMENT OF CEMENT WITH BAGASSE ASH IN CO...IAEME Publication
Objectives: There is an increase in demand and utilization of cement and many scientists are in search for developing alternative binding materials that can be eco-friendly and helps towards waste management. The use of agricultural and industrial waste produced can help in reduction of waste is in focus. Methods: In this work one of the agro waste named sugarcane bagasse ash (SCBA) has been used as partial replacement of cement. SCBA is produced by burning of sugarcane bagasse which is left after extraction of juice from sugarcane. At high temperature under controlled condition bagasse is burned to obtain ash which contains high amorphous silica. In this paper the cement by weight is replaced by 0%, 5%, 10%, 15%, 20% and 25% by SCBA in concrete. Findings: A comparison is made for 0% and other percentages by conducting different tests named compressive strength test, flexural strength test and split tensile strength test for 7 days and 28 days. Improvements: The test results shows that Sugarcane Bagasse Ash can be utilized for partial replacement of cement up to 15% by weight of cement without any major loss in strength.
Shear strength of compacted soils using geopolymerSUT Soe Thiha
To assess the shear strength development of soils using geopolymer in the three-ring direct shear testing device, the results from the laboratory tests will be compared on a same graph to figure out shear strength behavior between water only and water plus 10% geopolymer.
A STUDY ON HIGH STRENGTH SELF COMPACTING CONCRETE ON EXPOSURE TO VARIOUS TEMP...Ijripublishers Ijri
The extensive use of concrete as a structural material for the high rise buildings, storage tanks, nuclear reactors and
pressure vessels increase the risk of concrete being exposed to high temperatures. This has led to a demand to improve
the understanding of the effect of temperature on concrete. The behavior of concrete exposed to high temperature is a
result of many factors including the exposed environment and constituent materials.
Concrete structures are exposed to fire when a fire accident occurs. Damage in concrete structures due to fire depends
to a great extent on the intensity and duration of fire. The distress in concrete manifests in the form of cracking and
spalling of concrete surface.
A study on use of cowdung ash and rice husk ash in concreteeSAT Journals
Abstract This paper present the experimental study of CDA and RHA as partial replacement of ordinary portland cement in M:15 mix proportional ratio 1:2:4 is used and tested for consistency limit ,setting time, workability of CDA and RHA with ordinary portland cement .cement was replace with CDA and RHA by weight of 5%,10%,15%,20%,25% respectively in concrete. Compressive strength test was carried out on 150x150x150mm3 concrete cube after 7, 14, and 28 days curing. It was observed that optimum content of CDA and RHA is 5% at that content maximum compressive strength is achieved. While workability decreases when increasing % of CDA and RHA in concrete and setting time also increases by increasing replacement in cement. KEYWORDS:- Cement concrete, Compaction factor, Compressive strength, Consistency Cow dung ash, Rice husk ash, Setting time.
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
High-Volume Fly Ash Concrete: According to some researchers, more than 30% fly ash by mass (equivalent as 50% by volume) of the cementitious material may be considered enough to classify the mixtures as High-Volume Fly Ash (HVFA) concrete. It is possible to produce sustainable, high performance concrete mixtures with 50% or more cement replacement by fly ash.
Effect of Waste Foundry Sand on Durability Properties of ConcreteIEI GSC
Presentation on Effect of Waste Foundry Sand on Durability Properties of Concrete by Tirth Doshi guided by Dr Urmil Dave & Prof Tejas Joshi at #33NCCE 33rd National Convention of Civil Engineers at #IEIGSC
ALTERNATE AND LOW COST CONSTRUCTION MATERIAL: RICE HUSK ASH (RHA)AM Publications
Due to pozzolanic reactivity, Rice Husk Ash is used as a supplementary cementing material in concrete. It has
economical and technical advantages to be used in concrete. I am going to replace cement by the use of RHA by 5%,10% &
15% by weight of cement in three different experiment to find out the maximum strength and compare it with the strength of
normal concrete by using the grade of M20 at the days of 7 and 14. This research therefore is an investigation of the
performance of the concrete made of partially replacing OPC with RHA on the structural integrity and properties of RHA
concrete.
In Situ Precipitation for Preparation of NR Silica CompositesSyed Mohammed Sajl
Silica
Production of Silica
Natural Rubber (NR)
Precipitated Silica Filled NR Composite
In Situ Precipitation of Silica Filled Composite from Centrifuged Latex
Determination of Silica Content in Sample
Properties
Conclusion
Effectiveness of Use of Rice Husk Ash as Partial Replacement of Cement in Con...IJMER
India is a major rice producing country, and the husk generated during milling is mostly
used as a fuel in the boilers for processing paddy and producing energy through direct combustion.
About 21 million tones of Rice Husk Ash (RHA) is produced annually. This RHA is regarded as a waste
and has disposal problem because of the fact that it consumes a vast area for dumping. Lots of ways are
being thought of for disposing them by making commercial use of this RHA. RHA can be used as a
replacement for concrete (5 to 15%).This paper evaluates how different contents of Rice Husk Ash
added to concrete may influence its properties. In this study, cement was replaced by waste RHA as
5%,10% and 15% by weight for M-25 mix. The concrete specimens were tested for compressive
strength, durability (water absorption) and density at 28 days of age and the results obtained were
compared with those of normal concrete. The results concluded the permissibility of using waste RHA
as partial replacement of cement up to 10% by weight of cement
AN EXPERIMENTAL STUDY ON PARTIAL REPLACEMENT OF CEMENT WITH BAGASSE ASH IN CO...IAEME Publication
Objectives: There is an increase in demand and utilization of cement and many scientists are in search for developing alternative binding materials that can be eco-friendly and helps towards waste management. The use of agricultural and industrial waste produced can help in reduction of waste is in focus. Methods: In this work one of the agro waste named sugarcane bagasse ash (SCBA) has been used as partial replacement of cement. SCBA is produced by burning of sugarcane bagasse which is left after extraction of juice from sugarcane. At high temperature under controlled condition bagasse is burned to obtain ash which contains high amorphous silica. In this paper the cement by weight is replaced by 0%, 5%, 10%, 15%, 20% and 25% by SCBA in concrete. Findings: A comparison is made for 0% and other percentages by conducting different tests named compressive strength test, flexural strength test and split tensile strength test for 7 days and 28 days. Improvements: The test results shows that Sugarcane Bagasse Ash can be utilized for partial replacement of cement up to 15% by weight of cement without any major loss in strength.
Shear strength of compacted soils using geopolymerSUT Soe Thiha
To assess the shear strength development of soils using geopolymer in the three-ring direct shear testing device, the results from the laboratory tests will be compared on a same graph to figure out shear strength behavior between water only and water plus 10% geopolymer.
A STUDY ON HIGH STRENGTH SELF COMPACTING CONCRETE ON EXPOSURE TO VARIOUS TEMP...Ijripublishers Ijri
The extensive use of concrete as a structural material for the high rise buildings, storage tanks, nuclear reactors and
pressure vessels increase the risk of concrete being exposed to high temperatures. This has led to a demand to improve
the understanding of the effect of temperature on concrete. The behavior of concrete exposed to high temperature is a
result of many factors including the exposed environment and constituent materials.
Concrete structures are exposed to fire when a fire accident occurs. Damage in concrete structures due to fire depends
to a great extent on the intensity and duration of fire. The distress in concrete manifests in the form of cracking and
spalling of concrete surface.
The Duty to Report under the Criminal Justice Act 2011Catherine Allen
Explains the exercise of the duty to report an offence under the Irish Criminal Justice Act 2011 s.19. Defines the "relevant offence" that will engage the duty, as well as the penalties for failing to report an offence. Explains the difficulties in determining the existence of a "reasonable excuse" and reporting "as soon as it is practicable".
NewLook International, Inc. Contractor Training Presentation discusses the specifics of concrete, how its made, how to prepare concrete, how to decorative concrete with concrete stains, and how to maintain concrete with NewLook's preparation products. Business development information, the available options within the decorative concrete industry and more are included in this comprehensive training program.
Evolving Distribution Grid article in Electric Perspectives magazine Jan-Feb 2015 edition. Article discusses emerging business opportunities for a utility Distribution Services Provider.
Concrete Actions 2014 - International Conference Presentation 2Malkit Singh
Presentation on Conservation of Modern Architecture and Restoration of Cement Concrete Structures prepared by Prof. Er. Jagjit Singh Ghuman, Coordinator and Principal Investigator, CCA Conservation Research Project, Formerly Chief Town Planner and Head T&CP Dept., Govt. of Punjab in International Conference: Concrete Action 2014 organised by Chandigarh College of Architecture on 3rd-4th April, 2014.
Environmental regulations are becoming more consistent globally, as those passed in one region have knock-on effects on supply chains in other regions. Companies across many sectors, especially those in fast moving consumer goods and food & beverage, are under pressure to publish sustainability reports and enforce environmental standards. This GIA whitepaper outlines sustainable practices in the manufacturing and logistics industries, and the role of sustainability in the Asia-Pacific.
This presentation shows selected slides from a GIA white paper. To download the entire white paper that you are interested in, please visit http://bit.ly/GIAinsightWP
Self-curing concrete is achieved by means of replacing a part of aggregate by lightweight aggregate or adding chemical admixtures. The self-curing process of concrete takes place from inside to outside, thus reducing the autogenous shrinkage and self-desiccation, especially for the high-performance concrete with relatively low water/binder ratio.
interesting civil engineering topics
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seminar topics pdf
best seminar topics for civil engineering
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Self curing concrete is , defines self-curing concrete as “the process by which small inclusions dispersed within the concrete hold the water during mixing and up to the setting time and release it during cement hydration.”
Momentive has launched two new products, ECC3011 and ECC3051S conformal coatings that can withstand harsh operating conditions, helping to prevent the occurrence of corrosion on vital PCB components and surfaces.
Richard's aventures in two entangled wonderlandsRichard Gill
Since the loophole-free Bell experiments of 2020 and the Nobel prizes in physics of 2022, critics of Bell's work have retreated to the fortress of super-determinism. Now, super-determinism is a derogatory word - it just means "determinism". Palmer, Hance and Hossenfelder argue that quantum mechanics and determinism are not incompatible, using a sophisticated mathematical construction based on a subtle thinning of allowed states and measurements in quantum mechanics, such that what is left appears to make Bell's argument fail, without altering the empirical predictions of quantum mechanics. I think however that it is a smoke screen, and the slogan "lost in math" comes to my mind. I will discuss some other recent disproofs of Bell's theorem using the language of causality based on causal graphs. Causal thinking is also central to law and justice. I will mention surprising connections to my work on serial killer nurse cases, in particular the Dutch case of Lucia de Berk and the current UK case of Lucy Letby.
THE IMPORTANCE OF MARTIAN ATMOSPHERE SAMPLE RETURN.Sérgio Sacani
The return of a sample of near-surface atmosphere from Mars would facilitate answers to several first-order science questions surrounding the formation and evolution of the planet. One of the important aspects of terrestrial planet formation in general is the role that primary atmospheres played in influencing the chemistry and structure of the planets and their antecedents. Studies of the martian atmosphere can be used to investigate the role of a primary atmosphere in its history. Atmosphere samples would also inform our understanding of the near-surface chemistry of the planet, and ultimately the prospects for life. High-precision isotopic analyses of constituent gases are needed to address these questions, requiring that the analyses are made on returned samples rather than in situ.
This pdf is about the Schizophrenia.
For more details visit on YouTube; @SELF-EXPLANATORY;
https://www.youtube.com/channel/UCAiarMZDNhe1A3Rnpr_WkzA/videos
Thanks...!
Introduction:
RNA interference (RNAi) or Post-Transcriptional Gene Silencing (PTGS) is an important biological process for modulating eukaryotic gene expression.
It is highly conserved process of posttranscriptional gene silencing by which double stranded RNA (dsRNA) causes sequence-specific degradation of mRNA sequences.
dsRNA-induced gene silencing (RNAi) is reported in a wide range of eukaryotes ranging from worms, insects, mammals and plants.
This process mediates resistance to both endogenous parasitic and exogenous pathogenic nucleic acids, and regulates the expression of protein-coding genes.
What are small ncRNAs?
micro RNA (miRNA)
short interfering RNA (siRNA)
Properties of small non-coding RNA:
Involved in silencing mRNA transcripts.
Called “small” because they are usually only about 21-24 nucleotides long.
Synthesized by first cutting up longer precursor sequences (like the 61nt one that Lee discovered).
Silence an mRNA by base pairing with some sequence on the mRNA.
Discovery of siRNA?
The first small RNA:
In 1993 Rosalind Lee (Victor Ambros lab) was studying a non- coding gene in C. elegans, lin-4, that was involved in silencing of another gene, lin-14, at the appropriate time in the
development of the worm C. elegans.
Two small transcripts of lin-4 (22nt and 61nt) were found to be complementary to a sequence in the 3' UTR of lin-14.
Because lin-4 encoded no protein, she deduced that it must be these transcripts that are causing the silencing by RNA-RNA interactions.
Types of RNAi ( non coding RNA)
MiRNA
Length (23-25 nt)
Trans acting
Binds with target MRNA in mismatch
Translation inhibition
Si RNA
Length 21 nt.
Cis acting
Bind with target Mrna in perfect complementary sequence
Piwi-RNA
Length ; 25 to 36 nt.
Expressed in Germ Cells
Regulates trnasposomes activity
MECHANISM OF RNAI:
First the double-stranded RNA teams up with a protein complex named Dicer, which cuts the long RNA into short pieces.
Then another protein complex called RISC (RNA-induced silencing complex) discards one of the two RNA strands.
The RISC-docked, single-stranded RNA then pairs with the homologous mRNA and destroys it.
THE RISC COMPLEX:
RISC is large(>500kD) RNA multi- protein Binding complex which triggers MRNA degradation in response to MRNA
Unwinding of double stranded Si RNA by ATP independent Helicase
Active component of RISC is Ago proteins( ENDONUCLEASE) which cleave target MRNA.
DICER: endonuclease (RNase Family III)
Argonaute: Central Component of the RNA-Induced Silencing Complex (RISC)
One strand of the dsRNA produced by Dicer is retained in the RISC complex in association with Argonaute
ARGONAUTE PROTEIN :
1.PAZ(PIWI/Argonaute/ Zwille)- Recognition of target MRNA
2.PIWI (p-element induced wimpy Testis)- breaks Phosphodiester bond of mRNA.)RNAse H activity.
MiRNA:
The Double-stranded RNAs are naturally produced in eukaryotic cells during development, and they have a key role in regulating gene expression .
Slide 1: Title Slide
Extrachromosomal Inheritance
Slide 2: Introduction to Extrachromosomal Inheritance
Definition: Extrachromosomal inheritance refers to the transmission of genetic material that is not found within the nucleus.
Key Components: Involves genes located in mitochondria, chloroplasts, and plasmids.
Slide 3: Mitochondrial Inheritance
Mitochondria: Organelles responsible for energy production.
Mitochondrial DNA (mtDNA): Circular DNA molecule found in mitochondria.
Inheritance Pattern: Maternally inherited, meaning it is passed from mothers to all their offspring.
Diseases: Examples include Leber’s hereditary optic neuropathy (LHON) and mitochondrial myopathy.
Slide 4: Chloroplast Inheritance
Chloroplasts: Organelles responsible for photosynthesis in plants.
Chloroplast DNA (cpDNA): Circular DNA molecule found in chloroplasts.
Inheritance Pattern: Often maternally inherited in most plants, but can vary in some species.
Examples: Variegation in plants, where leaf color patterns are determined by chloroplast DNA.
Slide 5: Plasmid Inheritance
Plasmids: Small, circular DNA molecules found in bacteria and some eukaryotes.
Features: Can carry antibiotic resistance genes and can be transferred between cells through processes like conjugation.
Significance: Important in biotechnology for gene cloning and genetic engineering.
Slide 6: Mechanisms of Extrachromosomal Inheritance
Non-Mendelian Patterns: Do not follow Mendel’s laws of inheritance.
Cytoplasmic Segregation: During cell division, organelles like mitochondria and chloroplasts are randomly distributed to daughter cells.
Heteroplasmy: Presence of more than one type of organellar genome within a cell, leading to variation in expression.
Slide 7: Examples of Extrachromosomal Inheritance
Four O’clock Plant (Mirabilis jalapa): Shows variegated leaves due to different cpDNA in leaf cells.
Petite Mutants in Yeast: Result from mutations in mitochondrial DNA affecting respiration.
Slide 8: Importance of Extrachromosomal Inheritance
Evolution: Provides insight into the evolution of eukaryotic cells.
Medicine: Understanding mitochondrial inheritance helps in diagnosing and treating mitochondrial diseases.
Agriculture: Chloroplast inheritance can be used in plant breeding and genetic modification.
Slide 9: Recent Research and Advances
Gene Editing: Techniques like CRISPR-Cas9 are being used to edit mitochondrial and chloroplast DNA.
Therapies: Development of mitochondrial replacement therapy (MRT) for preventing mitochondrial diseases.
Slide 10: Conclusion
Summary: Extrachromosomal inheritance involves the transmission of genetic material outside the nucleus and plays a crucial role in genetics, medicine, and biotechnology.
Future Directions: Continued research and technological advancements hold promise for new treatments and applications.
Slide 11: Questions and Discussion
Invite Audience: Open the floor for any questions or further discussion on the topic.
(May 29th, 2024) Advancements in Intravital Microscopy- Insights for Preclini...Scintica Instrumentation
Intravital microscopy (IVM) is a powerful tool utilized to study cellular behavior over time and space in vivo. Much of our understanding of cell biology has been accomplished using various in vitro and ex vivo methods; however, these studies do not necessarily reflect the natural dynamics of biological processes. Unlike traditional cell culture or fixed tissue imaging, IVM allows for the ultra-fast high-resolution imaging of cellular processes over time and space and were studied in its natural environment. Real-time visualization of biological processes in the context of an intact organism helps maintain physiological relevance and provide insights into the progression of disease, response to treatments or developmental processes.
In this webinar we give an overview of advanced applications of the IVM system in preclinical research. IVIM technology is a provider of all-in-one intravital microscopy systems and solutions optimized for in vivo imaging of live animal models at sub-micron resolution. The system’s unique features and user-friendly software enables researchers to probe fast dynamic biological processes such as immune cell tracking, cell-cell interaction as well as vascularization and tumor metastasis with exceptional detail. This webinar will also give an overview of IVM being utilized in drug development, offering a view into the intricate interaction between drugs/nanoparticles and tissues in vivo and allows for the evaluation of therapeutic intervention in a variety of tissues and organs. This interdisciplinary collaboration continues to drive the advancements of novel therapeutic strategies.
Observation of Io’s Resurfacing via Plume Deposition Using Ground-based Adapt...Sérgio Sacani
Since volcanic activity was first discovered on Io from Voyager images in 1979, changes
on Io’s surface have been monitored from both spacecraft and ground-based telescopes.
Here, we present the highest spatial resolution images of Io ever obtained from a groundbased telescope. These images, acquired by the SHARK-VIS instrument on the Large
Binocular Telescope, show evidence of a major resurfacing event on Io’s trailing hemisphere. When compared to the most recent spacecraft images, the SHARK-VIS images
show that a plume deposit from a powerful eruption at Pillan Patera has covered part
of the long-lived Pele plume deposit. Although this type of resurfacing event may be common on Io, few have been detected due to the rarity of spacecraft visits and the previously low spatial resolution available from Earth-based telescopes. The SHARK-VIS instrument ushers in a new era of high resolution imaging of Io’s surface using adaptive
optics at visible wavelengths.
Earliest Galaxies in the JADES Origins Field: Luminosity Function and Cosmic ...Sérgio Sacani
We characterize the earliest galaxy population in the JADES Origins Field (JOF), the deepest
imaging field observed with JWST. We make use of the ancillary Hubble optical images (5 filters
spanning 0.4−0.9µm) and novel JWST images with 14 filters spanning 0.8−5µm, including 7 mediumband filters, and reaching total exposure times of up to 46 hours per filter. We combine all our data
at > 2.3µm to construct an ultradeep image, reaching as deep as ≈ 31.4 AB mag in the stack and
30.3-31.0 AB mag (5σ, r = 0.1” circular aperture) in individual filters. We measure photometric
redshifts and use robust selection criteria to identify a sample of eight galaxy candidates at redshifts
z = 11.5 − 15. These objects show compact half-light radii of R1/2 ∼ 50 − 200pc, stellar masses of
M⋆ ∼ 107−108M⊙, and star-formation rates of SFR ∼ 0.1−1 M⊙ yr−1
. Our search finds no candidates
at 15 < z < 20, placing upper limits at these redshifts. We develop a forward modeling approach to
infer the properties of the evolving luminosity function without binning in redshift or luminosity that
marginalizes over the photometric redshift uncertainty of our candidate galaxies and incorporates the
impact of non-detections. We find a z = 12 luminosity function in good agreement with prior results,
and that the luminosity function normalization and UV luminosity density decline by a factor of ∼ 2.5
from z = 12 to z = 14. We discuss the possible implications of our results in the context of theoretical
models for evolution of the dark matter halo mass function.
3. 3
Just exactly what is CONCRETE?
You Dummy,
It wouldn’t
hurt! Cement
is a powder
… I was
running
and fell on
the
Cement
….
4. 4
Definitions
•Cement = Powder
•Cement + Water = Paste
•Paste + Sand = Mortar
•Mortar + Stone = Concrete
A chemical reaction takes places when the
water is mixed with the cement
7. 7
This is the critical point…
If the cement does not get enough
water, the reaction stops and the
concrete will not reach its
designed strength
0
500
1000
1500
2000
2500
3000
Strength
Designed
Strength
Strength w/o
moisture
Rapid moisture
loss
23. ASTM C 1315
ASTM C 309
AASHTO M 148
FAA P-610
F.S. TT-C-800
Is there a specification?
24. ASTM C 309
TYPE 1 (NON- Pigmented)
TYPE 2 (White Pigmented)
CLASS A OR CLASS B
Application rate 200 SF/GAL
Film dries in 4 Hours or less
WATER RETENTION - 0.55 KG/M²
(Type 2) MIN. 60% REFLECTANCE
VOC Content less than 350 GPL
26. ASTM C- 1315
TYPE 1 or TYPE 2
Different classes… Not by solids type
CLASS A - NON YELLOWING
CLASS B - MODERATE YELLOWING
CLASS C - SEVERE DARKENING
27. GENERAL REQUIREMENTS
MIN. 25% SOLIDS
REFLECTANCE 65% MIN
(versus 60% with c 309)
NOT MORE THAN 0.40 Kg/m² in72
HRS (versus .55 with C 309)
Dry time is less than 4 hours
PULL-OFF STRENGTH 145 psi
VOC Content 700 GPL or less
28. 28
FOUR
Different Kinds of Concrete
BookCrete - Architect
LabCrete - Chemist
RealCrete – Ready Mix Driver
LegalCrete – Costs Money
29. 29
Lets look at it as steps
Sodium
Silicates
Cures &
Sealers
Dissipating
Membrane
DENSIFIER
Sealers
ASTM C 309
ASTM C 1315
ASTM ?
30. 30
Which steps do I take?
What Kind of floor do you
require on your project?
58. PENETRATING
PRODUCES A FLOOR WHICH IS
“SELF-POLISHING”
SUPERIOR ABRASION RESISTANCE
TOUGHER THAN SURFACE SEALERS
(Not a film on the surface of the concrete)
60. MAY BE USED ON NEW OR
EXISTING CONCRETE
May be applied to new
concrete after the final
troweling
OLD CONCRETE FREE OF
OIL &CONTAMINANTS
61. Application Guide
Apply using commercial spray
equipment
Scrub it into surface utilizing
broom/mechanical scrubber
Keep surface wet for minimum of
30 minutes (forms a gel)
Sprinkle with water prior to final
buffing
63. Features & Benefits
(review)
Chemically reacts with the
concrete to harden surface
Increases abrasion resistance
Improves chemical resistance
Reduces permeability
Provides an integral seal within
the pore structure
64. Features & Benefits
Improves resistance to staining
and marking
The heavier the use of the floor,
the harder the surface gets
Produces dust free surface
Environmentally friendly
73. Features/Benefits
Reduces surface moisture evaporation
Eliminates or reduces crusting, stickiness
and underlying sponginess
Reduces and, in many instances
eliminates plastic-shrinkage cracking and
wind crusting
Allows lower slump and lower unit water
content in concrete used for flatwork
74. Features & Benefits
Increases the amount of surface handled per
finisher
Encourages the use of air-entrained concrete,
required for durability and workability
Timing of various finishing operations is less
critical, thus reducing overall cost
Finishing aid for use with polymer concrete or
silica fume products
75. Application
Apply with pressure sprayer
Agitate material in original container and delute
one part to nine parts water
Spray surface lightly and uniformly immediately
after screeding fresh concrete
Proceed with bull floating----repeat spraying
procedure whenever concrete begins to prematurely
set
Forms a monomolecular film
76. Limitations
Not a curing compound
Reduces evaporation only while concrete is
in its plastic state
Don’t apply during any finishing operation
nor should it be worked into the concrete
surface
Protect from freezing
78. 78
Bituminous Coatings and Mastics
Concrete Curing Compounds
Concrete Curing and Sealing Compounds
FormRelease Compounds
Primers and Undercoaters
Waterproofing Sealers and Treatments
79.
80. 80
“The great things a man does appear
to be great only after they are done.
When they’re at hand, they are normal
decisions and are done without
knowledge of their greatness”
George S. Patton, Jr., General, USA
Editor's Notes
The intent of this presentation is to explain the basics of cement hydration, introduce the various floor treatments and curing compounds available. The intention of this presentation is to help the specifying agency and end user identify the correct material for the project.
Start with the basics
What is difference between cement and concrete
Clean definition
Let this slide finish its little movement. It is intended to simulate the growth of crystals when water is mixed with the cement particle
This is a magnified picture of the actual crystals that emerge from the cement
Emphasize the fact that if the cement does not have enough water to finish the hydration cycle the strength of the concrete suffers
The crystal growth continues for 21 days
This is a magnified picture of the completed hydration cycle. The crystals have completed their growth cycle and grabbed onto the aggregate, etc.
Problems that can be created if the concrete is not cured.
Stress the importance of curing the concrete
There are a few common methods for curing concrete.
Ineffectiveness of curing concrete with plastic sheeting.
When burlap or fabrics dry they can actually work against you by wicking the water out of the concrete.
Water cure is becoming more popular from the Specifiers because of the problems associated with floor treatments. But there are problems associated with this method of curing.
Quoting from the September, 2002 issue of Concrete Construction magazine, “Wet-Curing” methods can allow water to seep through the control joints, saturating the sub-grade and keeping the bottom of the slab wet.
Slab curl is a growing problem. Picture weight on one end of this slab. What do you think will happen?
Secondarily, the last thing the flooring manufacturer wants to see on the concrete is the addition of water to the site. The water that has been introduced to the site has gone under the slab. Once the building is on the slab and the interior is controlled (heated or cooled) that moisture will begin to move through the concrete in the form of vapor.
The most economical is liquid applied compounds. This is also the most common from a specification to field application.
This section of the presentation will discuss four different categories or types of curing compounds.
Membrane Forming
Curing and Sealing
3) Exposed Aggregate
4) Densifier and hardeners
There are so many different types, it gets confusing
The main specifications. A general overview of the most common specifications and how they translate into the material the contractor is going to buy at his dealer and apply to the concrete surface.
This is the most common spec for curing compounds
TT-C-800 has been discontinued
1315 has become the dominate spec
General requirements
The intent of this slide is to inject a little levity yet demonstrate on important selecting the right product is.
Book-Crete is the concrete that an architect designs. It’s easy, he simply writes down what strength he wants, where he wants it and how he wants it to look.
Lab-Crete is the concrete produced in the lab. It develops exactly the correct amount of strength. Average cost is about $35,000 per yard.
Real-Crete is the material that arrives in the ready mix truck. It has been sitting in the traffic, in the hot sun and it is what you are going to use on this project
Legal-Crete is the concrete that costs everyone money.
This is a step process. The higher you climb the stairs, the more expensive the material gets. There is also a correlation in longevity and performance.
Ties into the mailing piece on construction liquids and answers the question of the previous slide, that choosing the correct curing compound can help avoid unneeded expense.
The intent is to direct the architect and building owner to the right material for the project.
This slide to be taken out for the architectural version.
What type of floor or concrete surface are we going to cure? Is it a residential floor slab, driveway or sidewalk?
Some of the concepts we about to show may challenge what we all have been trained to do. Once upon a time it was perfectly legitimate to specify the ASTM C 309 cure on everything everywhere. This is not the case today.
Consider a sodium silicate. Tile and carpet may be applied over it without fear of adhesion problems.
The concrete that is left over is hard, dense and will not dust.
These materials are considered concrete Densifier and hardeners
“I just have to meet a specification”. If it must meet a specification, chances are it is for a dissipating membrane.
The next step
Standard cures have many uses. Some of the typical areas are:
White pigmented cures should only be used on these types of surfaces. Anywhere else may contaminate the surface.
The third step
Benefits to using a curing and sealing compound is they don’t allow common oils, etc through and stain. Stress the “spill and wipe” aspect.
Cure & Sealed floors usually have a gloss or mat look to them
If the film is applied in direct sunlight, it lifts slightly creating a miniscule void for water to collect. The moisture deposited here leaves the film white.
Lin Seed Oils
PAMS resin. Poly Alpha Methyl Styrene
An opportunity to sell up.
A few of the silicates include:
Sodium Silicates
Potassium Silicates
And Lithium Silicates
When applied immediately after the finishing operation. It stabilizes the surface, and minimizes crazing. It also ensures that the concrete will meet or exceed its design strength.
Significantly Reduces Tire Marks:
Tire marks from forklifts are a major problem on many warehouses floors, especially those treated with acrylic and other coatings. When the concrete itself is integrally sealed, hardened and densified, tire marks are dramatically decreased if not totally eliminated. If superficial tire marks do occur, they can be quickly and easily removed.
Combines with the concrete salts, locking them permanently within the concrete. Since these salts are the normal cause of concrete dust, the surface remains dust-free.
Application is the primary difference in these types of products. There are several steps involved with the application of the high solids silicates.
The more polishing that is done the “shinier” the surface gets
The “other” category
What is achieved from using these products?
Keeps the paste from setting up too quickly
Eliminates the stickiness on the trowel
Reduces shrinkage cracks from wind damage
May keep finishers from adding water to the mix on site
Illegal products. Specifying agency will bear part of the responsibility.
These are the areas effected by these laws. Be aware there is still illegal manufactured products being used. It would be a tragedy for your project, created on a green platform or not, to wind up with the Federal EPA involved.
Can the High Solids sodium silicates be applied to colored concrete?A. Yes. If the concrete is integrally colored, i.e. the pigment is added at the batch plant, then the concrete should be fully cured before they are applied. If the concrete is stained with mineral salts, it should still not be applied until the concrete has cured for 1 month.Note: mineral stains are normally applied at 21 days after concrete placement, so they may be applied just over a week after the stain.
&lt;number&gt;
George S. Patton Jr. General USA Army.
Click -“The great things a man does appear to be great only after they are done. When they’re at hand, they are normal decisions and are done without knowledge of their greatness”
The unsung heroes of the jobsite is they who have cured the concrete properly!
“Dare to be great. Make greatness a matter of your routine. W. R. Meadows will become an even greater company because of YOU.
Thanks