Bad Applications of Oil-Based Mud (OBM) fluid in the oil and gas drilling process. There are many points of OBM's disadvantages or bad effects on boreholes and production zone.
Design and Simulation of Foamed Cement Jobspvisoftware
The nature of foamed cement makes predicting the behavior of compressible fluid very difficult. The use of computer software for pre-job design and analysis has proven to be an effective way for improving the quality and success rate of primary cementing, especially when designing and executing foamed cement jobs.
The most usual form of grouting method is referred to as permeation grouting, which in simple terms, involves filling open voids. Although all varieties of grouting contain some measure of permeation grouting, there are four distinctive approaches: permeation, compaction, fractural and jet grouting. Read below to learn more about each of the methods.
This document discusses drilling fluids and their properties. It provides an overview of the principal functions of drilling fluids, which include subsurface pressure control, cuttings removal and transport, suspension of solid particles, sealing of permeable formations, stabilizing the wellbore, preventing formation damage, cooling and lubricating the bit, transmitting hydraulic horsepower to the bit, facilitating collection of formation data, partial support of the drill string and casing weights, controlling corrosion, and assisting in cementing and completion. It also discusses drilling fluid classifications, properties such as viscosity and rheology, and key components of drilling fluids.
This document discusses cement manufacturing and composition, the objectives of cementing, and parameters for designing cement slurries. It notes that Portland cement is made from limestone and clay which react at high temperatures to form clinker. Cement consists mainly of tricalcium silicate, dicalcium silicate, tricalcium aluminate, and tetracalcium aluminoferrite. The key objectives of cementing are to restrict fluid movement, support the casing, protect from corrosion, and stop lost circulation. Successful cementing requires proper design considering well parameters, cement additives, and procedures. Slurry properties like density, thickening time, rheology, fluid loss, strength, and retrogression must be considered in
Guniting is a process that uses a cement-sand mixture projected at high pressure through a cement gun to repair damaged concrete surfaces. The mixture, usually in a 1:3 cement to sand ratio, is deposited on the surface under 20-30 N/cm^2 of pressure. Guniting can be used on vertical, overhead, and horizontal surfaces to restore concrete damaged by corrosion or inferior work. It provides an impervious layer and high compressive strength of 56-70 N/mm^2.
This document discusses cementing processes used in oil well construction. It describes the dry and wet processes for cement manufacturing, including the key steps and materials used. It then covers the objectives of primary and secondary cementing in oil wells, including supporting casing, restricting fluid movement, and sealing off zones. Finally, it discusses various cement additives used to modify properties like viscosity, density, strength and permeability to suit specific well conditions.
OGFC (open-graded friction course) is a pavement surface mixture composed of open gradation and little fine aggregate. It contains a minimum of 18% air voids to provide high skid resistance and drainage. OGFC is used on high traffic roads and areas prone to wet weather accidents to reduce hydroplaning. Its open structure allows water to drain through the pavement to reduce splash and spray. However, OGFC may be more prone to clogging, raveling, and winter maintenance issues compared to dense-graded asphalt.
Bad Applications of Oil-Based Mud (OBM) fluid in the oil and gas drilling process. There are many points of OBM's disadvantages or bad effects on boreholes and production zone.
Design and Simulation of Foamed Cement Jobspvisoftware
The nature of foamed cement makes predicting the behavior of compressible fluid very difficult. The use of computer software for pre-job design and analysis has proven to be an effective way for improving the quality and success rate of primary cementing, especially when designing and executing foamed cement jobs.
The most usual form of grouting method is referred to as permeation grouting, which in simple terms, involves filling open voids. Although all varieties of grouting contain some measure of permeation grouting, there are four distinctive approaches: permeation, compaction, fractural and jet grouting. Read below to learn more about each of the methods.
This document discusses drilling fluids and their properties. It provides an overview of the principal functions of drilling fluids, which include subsurface pressure control, cuttings removal and transport, suspension of solid particles, sealing of permeable formations, stabilizing the wellbore, preventing formation damage, cooling and lubricating the bit, transmitting hydraulic horsepower to the bit, facilitating collection of formation data, partial support of the drill string and casing weights, controlling corrosion, and assisting in cementing and completion. It also discusses drilling fluid classifications, properties such as viscosity and rheology, and key components of drilling fluids.
This document discusses cement manufacturing and composition, the objectives of cementing, and parameters for designing cement slurries. It notes that Portland cement is made from limestone and clay which react at high temperatures to form clinker. Cement consists mainly of tricalcium silicate, dicalcium silicate, tricalcium aluminate, and tetracalcium aluminoferrite. The key objectives of cementing are to restrict fluid movement, support the casing, protect from corrosion, and stop lost circulation. Successful cementing requires proper design considering well parameters, cement additives, and procedures. Slurry properties like density, thickening time, rheology, fluid loss, strength, and retrogression must be considered in
Guniting is a process that uses a cement-sand mixture projected at high pressure through a cement gun to repair damaged concrete surfaces. The mixture, usually in a 1:3 cement to sand ratio, is deposited on the surface under 20-30 N/cm^2 of pressure. Guniting can be used on vertical, overhead, and horizontal surfaces to restore concrete damaged by corrosion or inferior work. It provides an impervious layer and high compressive strength of 56-70 N/mm^2.
This document discusses cementing processes used in oil well construction. It describes the dry and wet processes for cement manufacturing, including the key steps and materials used. It then covers the objectives of primary and secondary cementing in oil wells, including supporting casing, restricting fluid movement, and sealing off zones. Finally, it discusses various cement additives used to modify properties like viscosity, density, strength and permeability to suit specific well conditions.
OGFC (open-graded friction course) is a pavement surface mixture composed of open gradation and little fine aggregate. It contains a minimum of 18% air voids to provide high skid resistance and drainage. OGFC is used on high traffic roads and areas prone to wet weather accidents to reduce hydroplaning. Its open structure allows water to drain through the pavement to reduce splash and spray. However, OGFC may be more prone to clogging, raveling, and winter maintenance issues compared to dense-graded asphalt.
This document discusses compaction grouting and provides details on:
1. The mechanism of compaction grouting which uses low mobility grout pumped in stages to displace and densify surrounding soils through the formation of grout bulbs.
2. The typical procedures for compaction grouting including installing grout pipes, mixing and pumping grout to form intersecting grout bulbs in a staged process.
3. An example project where compaction grouting was used to improve ground conditions for NATM tunnel construction through filled soils by achieving the target SPT N-values. Testing showed the compaction grouting successfully increased SPT N-values as required.
Drilling fluid technology, Oil & Gas IndustryMohamed Rashid
The formulation of drilling fluid is one of the most important aspects in drilling engineering. This is because the drilling fluid is capable of lubricating and cooling the drill bit and drill string as well as carrying cuttings out of the borehole. All of these functions require appropriate viscosity of drilling fluid to facilitate pumping, circulate the cuttings, and transfer them to the surface.
Shaft Grouting - Improving the capacity of bored piles by shaft grouting Nam N.N Tran M.Eng, PMP
Shaft grouting, a relatively new technique, is carried out by injecting grout at discrete points around a pile shaft, assuming that the grout spreads along it
The formulation of drilling fluid is one of the most important aspects in drilling engineering. This is because the drilling fluid is capable of lubricating and cooling the drill bit and drill string as well as carrying cuttings out of the borehole. All of these functions require appropriate viscosity of drilling fluid to facilitate pumping, circulate the cuttings, and transfer them to the surface.
Grouting and guniting are construction techniques used to fill voids and apply concrete coatings. Grouting involves placing a cementitious mixture into cavities to strengthen structures, fill gaps, and stop leaks. There are different types of grouts for various applications. The guniting process involves mixing cement and sand then projecting it at high pressure onto surfaces using compressed air. It can be used on vertical, overhead and horizontal surfaces to rehabilitate concrete structures. Both grouting and guniting are effective techniques for repairing and strengthening buildings and infrastructure.
Jet grouting is a soil improvement technique that mixes stabilizer like cement into soil in situ using high pressure injection to increase soil strength and reduce permeability. It can treat a variety of soil types to form continuous structural elements. The "multi-axis" technique allows creating multiple jet-grouted columns simultaneously to improve efficiency. MiniJet uses hollow threaded rebar as sacrificial rods for high pressure grout injection, allowing larger diameter columns to be formed faster than traditional jet grouting. Underwater anchoring uses miniJet to install horizontal anchors below sea level from above the water to reinforce seawalls during harbor deepening projects.
This document discusses methods for improving soils susceptible to liquefaction. It presents compaction grouting, permeation grouting, and jet grouting as methods that involve low levels of vibration. Compaction grouting involves injecting a cement mixture to densify the soil. Permeation grouting strengthens soils through cementation and fills pores to prevent water movement. Jet grouting forms cement-soil columns by injecting a high-pressure fluid mixture. The document also provides two case studies in Romania where jet grouting was used for underpinning and excavation support.
This document discusses drilling fluid systems and their functions. It describes the classification of drilling muds as water-based or oil-based. Water-based muds can be further broken down and include bentonite muds, polymer muds, and muds with additives like gypsum, lime, potassium/lime, and mixed metal hydroxide. Oil-based muds include invert emulsion and mineral/synthetic oil-based muds. Key functions of drilling fluids are cooling and lubricating the drill bit, carrying cuttings to the surface, controlling formation pressure, and maintaining wellbore stability. Common measurements of mud properties are also outlined.
Permeation grouting for remediation of dam coresUjwal Ujwal
This document discusses permeation grouting for remediation of dam cores. Permeation grouting involves injecting thin chemical grouts into soil to stabilize it and make it impermeable. It is done using chemical grouts and is used to stabilize soil before excavation. The document provides details on different types of grouting including intrusion, compaction, permeation, jet, and electro grouting. It also discusses grouting materials and advantages and disadvantages of grouting.
Cement Slurry Design for Oil and Gas Well CementationHimanshu Rajawat
This document summarizes cement slurry design for oil and gas well cementation. It discusses the objectives of cementing including zonal isolation and wellbore support. Key factors in cement slurry design are well parameters like depth, temperature and pressure. Important slurry parameters include density, thickening time, rheology, fluid loss and compressive strength. Cement additives like accelerators, retarders, dispersants and fluid loss additives are used to modify slurry properties for different well conditions. Laboratory equipment used in slurry testing and evaluation are also outlined.
This document summarizes a study on the characteristics of pervious concrete. The study tested 7 different mixes of pervious concrete that varied the type and size of coarse aggregate and use of fine aggregate. 42 concrete specimens were cast and tested for compressive strength, flexural strength, and void ratio. The mix with river sand fine aggregate and 12mm coarse aggregate (M4) performed best with 83% higher compressive strength, 72% higher flexural strength, and 51% lower void ratio than the control mix without fine aggregate (M1). In general, the addition of fine aggregate improved the strength of pervious concrete while reducing the void ratio.
This document discusses materials used in highway construction. It outlines seven major materials: bituminous materials, soil, aggregates, Portland cement concrete, admixtures, pavement marking materials, and structural steel. For each material, it provides details on composition, properties, and relevant tests used for evaluation and quality control of the material. Key tests discussed include moisture content value, California bearing ratio, Los Angeles abrasion value, and specific gravity and water absorption.
Underwater concrete (UWC) requires special mix designs, placement techniques, and quality control due to the challenges of placing concrete underwater. The document discusses types of materials used in UWC including cement, aggregates, and admixtures. It also describes common placement methods like the tremie method, pump method, and bagwork. Construction techniques for placing UWC include the use of caissons and cofferdams to create a dry work environment. Proper production, quality control measures, and maintenance are needed to ensure the durability of underwater concrete structures.
Grouting is carried out for three main reasons: 1) to reduce leakage under dams, 2) to reduce uplift pressures, and 3) to strengthen jointed rock foundations. There are two main types of grouting: 1) consolidation grouting which is used to strengthen foundation rock with low pressure injections, and 2) curtain grouting which is used to reduce both leakage and uplift pressures with deeper injections near the heel of a dam. Grouting methods include intrusion, compaction, permeation, jet, and compensation grouting which are used for different soil types and purposes like seepage control, groundwater control, and soil stabilization.
This document discusses different grouting methods. It describes permeation grouting where grout is injected to fill voids without disturbing soil grains. Displacement grouting displaces soil grains, including compaction grouting using thick grout to form bulb shapes, and soil fracture grouting using lean grout to form root-like lenses. Jet grouting forms grouted columns by partly replacing and mixing with soil. Permeation grouting is used to form seepage barriers and stabilize tunnels. Displacement-compaction grouting involves high pressure injection of a soil-cement grout mixture to form 0.5-1m bulbous intrusions.
1. Grouting is a process of injecting fluid materials like cement into subsurface soils or rocks to fill pores and fissures.
2. There are different types of grouting materials and methods depending on the permeability and structure of the soil or rock.
3. Grouting is used for ground improvement on construction projects, fixing anchors, repairing defects, and other applications.
DESIGN OF OPEN GRADED FRICTION COURSE MIX USING POLYMER MODIFIED BITUMEN(LDPE)ARUN KANNA
Generation of plastics has increased significantly. Utilization of all types of plastics is unavoidable and it will produce non-biodegradable waste materials. The waste plastics are harmful to the environment if it is not disposed properly. It is very useful in the design and development of high quality flexible road pavement. So, adding the waste plastics as additives in the mix design of the pavement was expected to give good performance when comparing with conventional mix. In this project, advantages and development of modified bitumen is to be studied. The dosage of LDPE modified binder has taken as 6%, 8% &10% in the Open Graded Frictional Course (OGFC) mix design by wet process. The result shows the performance of OGFC mix using PMB.
Primary Cementing as a one important operation during drilling. This slide is included fundamental of cementing which helps to petroleum and civil engineering
EXPERIMENTAL BEHAVIOUR OF SELF COMPACTING CONCRETE USING GGBS WITH PARTIAL RE...Ijripublishers Ijri
Concrete is Most widely used construction Material in the Modern Era because of its good Compressive strength and
high durability. As we know Concrete comprises a Mixture of cement, sand (fine aggregate), course aggregate and water
which makes up normal plain concrete, to increase the strength of concrete we can design the mix with greater Flexibility,
but the problems Arises in structure as load age, increaseof floors which demands increase of high strength concrete
and more steel. So, especially at the beams, columns joints heavy reinforcement meshing is done so that it becomes If
the concrete is not compacted then strength may not be achieved, so the solution for the problem is SCC which we call
it asself-compacting concrete. Were this SCC has ability to compact by itself Gravity and self-flow ability same strength
can be Here in the research, it is carried out self-compaction concrete to improve strength & make concrete economical
so, a mix is dispend of M30,M40 Grades with adding chemical admixture named poly carboxylic ether (ADVA960) , a
Retarder Basically Which also increases strength and workability &replacing cement with GGBS (Ground Granulated
Blast Furnace Slag) 40%&50% .The tests are carried out to find the increase in strength by adding chemical admixture &
replacing GGBS 40% & 50%.By the chemical admixture adding up to 2% Max were previous strength shows that adding
of chemical admixture greater than 2% which results to increase the initial setting time and decrease in the w/c ratio.
Test will be conducted for 3,7,28 days find the increase of strength and its other properties
Foamed cement is created by injecting gas, usually nitrogen, into a cement slurry along with foaming agents and stabilizers. This creates a stable, lightweight cement with small, discrete bubbles that do not coalesce. Foamed cement can have densities ranging from 4 to 18 pounds per gallon, making it suitable for situations requiring lower hydrostatic pressure. It has advantages over conventional cement such as better strength, ductility, insulation properties, and ability to withstand mechanical stresses. While foamed cement jobs require more complex equipment and precision, it can improve zonal isolation in challenging well conditions.
Cementing involves pumping cement slurry down the casing string to isolate formations and support the casing. Key steps include:
1. Pumping cement slurry down the casing string after displacing drilling mud with a spacer fluid.
2. Releasing cement plugs to separate the cement from other fluids and indicate when cement displacement is complete.
3. Allowing the cement to set and harden before testing the zonal isolation provided by the cement sheath.
Proper additives, testing, calculations and centralization of the casing are important to achieve a good cement bond between the casing and formation.
This document discusses compaction grouting and provides details on:
1. The mechanism of compaction grouting which uses low mobility grout pumped in stages to displace and densify surrounding soils through the formation of grout bulbs.
2. The typical procedures for compaction grouting including installing grout pipes, mixing and pumping grout to form intersecting grout bulbs in a staged process.
3. An example project where compaction grouting was used to improve ground conditions for NATM tunnel construction through filled soils by achieving the target SPT N-values. Testing showed the compaction grouting successfully increased SPT N-values as required.
Drilling fluid technology, Oil & Gas IndustryMohamed Rashid
The formulation of drilling fluid is one of the most important aspects in drilling engineering. This is because the drilling fluid is capable of lubricating and cooling the drill bit and drill string as well as carrying cuttings out of the borehole. All of these functions require appropriate viscosity of drilling fluid to facilitate pumping, circulate the cuttings, and transfer them to the surface.
Shaft Grouting - Improving the capacity of bored piles by shaft grouting Nam N.N Tran M.Eng, PMP
Shaft grouting, a relatively new technique, is carried out by injecting grout at discrete points around a pile shaft, assuming that the grout spreads along it
The formulation of drilling fluid is one of the most important aspects in drilling engineering. This is because the drilling fluid is capable of lubricating and cooling the drill bit and drill string as well as carrying cuttings out of the borehole. All of these functions require appropriate viscosity of drilling fluid to facilitate pumping, circulate the cuttings, and transfer them to the surface.
Grouting and guniting are construction techniques used to fill voids and apply concrete coatings. Grouting involves placing a cementitious mixture into cavities to strengthen structures, fill gaps, and stop leaks. There are different types of grouts for various applications. The guniting process involves mixing cement and sand then projecting it at high pressure onto surfaces using compressed air. It can be used on vertical, overhead and horizontal surfaces to rehabilitate concrete structures. Both grouting and guniting are effective techniques for repairing and strengthening buildings and infrastructure.
Jet grouting is a soil improvement technique that mixes stabilizer like cement into soil in situ using high pressure injection to increase soil strength and reduce permeability. It can treat a variety of soil types to form continuous structural elements. The "multi-axis" technique allows creating multiple jet-grouted columns simultaneously to improve efficiency. MiniJet uses hollow threaded rebar as sacrificial rods for high pressure grout injection, allowing larger diameter columns to be formed faster than traditional jet grouting. Underwater anchoring uses miniJet to install horizontal anchors below sea level from above the water to reinforce seawalls during harbor deepening projects.
This document discusses methods for improving soils susceptible to liquefaction. It presents compaction grouting, permeation grouting, and jet grouting as methods that involve low levels of vibration. Compaction grouting involves injecting a cement mixture to densify the soil. Permeation grouting strengthens soils through cementation and fills pores to prevent water movement. Jet grouting forms cement-soil columns by injecting a high-pressure fluid mixture. The document also provides two case studies in Romania where jet grouting was used for underpinning and excavation support.
This document discusses drilling fluid systems and their functions. It describes the classification of drilling muds as water-based or oil-based. Water-based muds can be further broken down and include bentonite muds, polymer muds, and muds with additives like gypsum, lime, potassium/lime, and mixed metal hydroxide. Oil-based muds include invert emulsion and mineral/synthetic oil-based muds. Key functions of drilling fluids are cooling and lubricating the drill bit, carrying cuttings to the surface, controlling formation pressure, and maintaining wellbore stability. Common measurements of mud properties are also outlined.
Permeation grouting for remediation of dam coresUjwal Ujwal
This document discusses permeation grouting for remediation of dam cores. Permeation grouting involves injecting thin chemical grouts into soil to stabilize it and make it impermeable. It is done using chemical grouts and is used to stabilize soil before excavation. The document provides details on different types of grouting including intrusion, compaction, permeation, jet, and electro grouting. It also discusses grouting materials and advantages and disadvantages of grouting.
Cement Slurry Design for Oil and Gas Well CementationHimanshu Rajawat
This document summarizes cement slurry design for oil and gas well cementation. It discusses the objectives of cementing including zonal isolation and wellbore support. Key factors in cement slurry design are well parameters like depth, temperature and pressure. Important slurry parameters include density, thickening time, rheology, fluid loss and compressive strength. Cement additives like accelerators, retarders, dispersants and fluid loss additives are used to modify slurry properties for different well conditions. Laboratory equipment used in slurry testing and evaluation are also outlined.
This document summarizes a study on the characteristics of pervious concrete. The study tested 7 different mixes of pervious concrete that varied the type and size of coarse aggregate and use of fine aggregate. 42 concrete specimens were cast and tested for compressive strength, flexural strength, and void ratio. The mix with river sand fine aggregate and 12mm coarse aggregate (M4) performed best with 83% higher compressive strength, 72% higher flexural strength, and 51% lower void ratio than the control mix without fine aggregate (M1). In general, the addition of fine aggregate improved the strength of pervious concrete while reducing the void ratio.
This document discusses materials used in highway construction. It outlines seven major materials: bituminous materials, soil, aggregates, Portland cement concrete, admixtures, pavement marking materials, and structural steel. For each material, it provides details on composition, properties, and relevant tests used for evaluation and quality control of the material. Key tests discussed include moisture content value, California bearing ratio, Los Angeles abrasion value, and specific gravity and water absorption.
Underwater concrete (UWC) requires special mix designs, placement techniques, and quality control due to the challenges of placing concrete underwater. The document discusses types of materials used in UWC including cement, aggregates, and admixtures. It also describes common placement methods like the tremie method, pump method, and bagwork. Construction techniques for placing UWC include the use of caissons and cofferdams to create a dry work environment. Proper production, quality control measures, and maintenance are needed to ensure the durability of underwater concrete structures.
Grouting is carried out for three main reasons: 1) to reduce leakage under dams, 2) to reduce uplift pressures, and 3) to strengthen jointed rock foundations. There are two main types of grouting: 1) consolidation grouting which is used to strengthen foundation rock with low pressure injections, and 2) curtain grouting which is used to reduce both leakage and uplift pressures with deeper injections near the heel of a dam. Grouting methods include intrusion, compaction, permeation, jet, and compensation grouting which are used for different soil types and purposes like seepage control, groundwater control, and soil stabilization.
This document discusses different grouting methods. It describes permeation grouting where grout is injected to fill voids without disturbing soil grains. Displacement grouting displaces soil grains, including compaction grouting using thick grout to form bulb shapes, and soil fracture grouting using lean grout to form root-like lenses. Jet grouting forms grouted columns by partly replacing and mixing with soil. Permeation grouting is used to form seepage barriers and stabilize tunnels. Displacement-compaction grouting involves high pressure injection of a soil-cement grout mixture to form 0.5-1m bulbous intrusions.
1. Grouting is a process of injecting fluid materials like cement into subsurface soils or rocks to fill pores and fissures.
2. There are different types of grouting materials and methods depending on the permeability and structure of the soil or rock.
3. Grouting is used for ground improvement on construction projects, fixing anchors, repairing defects, and other applications.
DESIGN OF OPEN GRADED FRICTION COURSE MIX USING POLYMER MODIFIED BITUMEN(LDPE)ARUN KANNA
Generation of plastics has increased significantly. Utilization of all types of plastics is unavoidable and it will produce non-biodegradable waste materials. The waste plastics are harmful to the environment if it is not disposed properly. It is very useful in the design and development of high quality flexible road pavement. So, adding the waste plastics as additives in the mix design of the pavement was expected to give good performance when comparing with conventional mix. In this project, advantages and development of modified bitumen is to be studied. The dosage of LDPE modified binder has taken as 6%, 8% &10% in the Open Graded Frictional Course (OGFC) mix design by wet process. The result shows the performance of OGFC mix using PMB.
Primary Cementing as a one important operation during drilling. This slide is included fundamental of cementing which helps to petroleum and civil engineering
EXPERIMENTAL BEHAVIOUR OF SELF COMPACTING CONCRETE USING GGBS WITH PARTIAL RE...Ijripublishers Ijri
Concrete is Most widely used construction Material in the Modern Era because of its good Compressive strength and
high durability. As we know Concrete comprises a Mixture of cement, sand (fine aggregate), course aggregate and water
which makes up normal plain concrete, to increase the strength of concrete we can design the mix with greater Flexibility,
but the problems Arises in structure as load age, increaseof floors which demands increase of high strength concrete
and more steel. So, especially at the beams, columns joints heavy reinforcement meshing is done so that it becomes If
the concrete is not compacted then strength may not be achieved, so the solution for the problem is SCC which we call
it asself-compacting concrete. Were this SCC has ability to compact by itself Gravity and self-flow ability same strength
can be Here in the research, it is carried out self-compaction concrete to improve strength & make concrete economical
so, a mix is dispend of M30,M40 Grades with adding chemical admixture named poly carboxylic ether (ADVA960) , a
Retarder Basically Which also increases strength and workability &replacing cement with GGBS (Ground Granulated
Blast Furnace Slag) 40%&50% .The tests are carried out to find the increase in strength by adding chemical admixture &
replacing GGBS 40% & 50%.By the chemical admixture adding up to 2% Max were previous strength shows that adding
of chemical admixture greater than 2% which results to increase the initial setting time and decrease in the w/c ratio.
Test will be conducted for 3,7,28 days find the increase of strength and its other properties
Foamed cement is created by injecting gas, usually nitrogen, into a cement slurry along with foaming agents and stabilizers. This creates a stable, lightweight cement with small, discrete bubbles that do not coalesce. Foamed cement can have densities ranging from 4 to 18 pounds per gallon, making it suitable for situations requiring lower hydrostatic pressure. It has advantages over conventional cement such as better strength, ductility, insulation properties, and ability to withstand mechanical stresses. While foamed cement jobs require more complex equipment and precision, it can improve zonal isolation in challenging well conditions.
Cementing involves pumping cement slurry down the casing string to isolate formations and support the casing. Key steps include:
1. Pumping cement slurry down the casing string after displacing drilling mud with a spacer fluid.
2. Releasing cement plugs to separate the cement from other fluids and indicate when cement displacement is complete.
3. Allowing the cement to set and harden before testing the zonal isolation provided by the cement sheath.
Proper additives, testing, calculations and centralization of the casing are important to achieve a good cement bond between the casing and formation.
retrofitting and rehabilitation of structuresKumarS250747
The document discusses various techniques for repairing and rehabilitating distressed concrete structures, including grouting, shotcrete/guniting, and strengthening. It provides details on common causes of concrete deterioration like seismic events, design flaws, and environmental conditions. It also describes the different types of grouts used in repair, including cement-based, silicate-based, and epoxy grouts. The procedures and equipment used for grouting projects are explained, such as mixers, pumps, piping layouts, and pressure gauges. Shotcrete/guniting is introduced as an effective technique for rehabilitating structurally distressed reinforced concrete members.
A Compatibility Study on Different Types of Cement and Plasticizerijsrd.com
It has long been a concrete technologist's dream to discover method of making concrete at the lowest possible water/cement ratio while maintaining a high workability. To a considerable extent this dream has been fulfilled with the advent of super plasticizers. It has added a new dimension to the application of admixtures with regards to production of high strength and flow able concretes. It is now possible to produce concrete with compressive strength of the order of 90Mpa (90 N/mm2). In the wake of energy conservation policy and diminishing supplies of high quality raw materials, there is a need to use marginal quality cements and aggregates for the production of concrete. In such instances the use of plasticizers/super plasticizers permits the production of concrete at low water/ cement ratios. We have taken ultra tech opc cement & coromandal ppc cement to find the compatibility by adding perma plast (plasticizer). The water cement ratio was maintained as 0.40 &0.45 for OPC & PPC respectively. To study the effect of these PP on various properties of concrete. The dosage of plasticizers/super plasticizers was measured as 1.5% for Perma plast for OPC & 1.3% for PPC by the weight of cement.
Module on admixture , polymer and exposy resinsErankajKumar
The document discusses admixtures, polymers, and epoxy resins used in construction materials. It begins by defining admixtures as chemical compounds added to concrete mixes to modify properties such as workability, hydration rate, and strength. Common admixtures include accelerators, retarders, air-entrainers, and water reducers. The document then classifies and describes various admixture types and discusses their functions, advantages, and disadvantages. It provides details on specific admixture materials and how they affect concrete properties. The overall purpose is to educate civil engineering students on admixture fundamentals and applications in construction technology and management.
DETAILED STUDY OF FOAM CONCRETE
1- MATERIALS USED
2- MACHINE USED( HAND MAKING WORKABLE EQUIPMENT FOR MIXING)
3-TESTING PROCEDURE
4- YOU GUYZ CAN ALSO LEARN THROUGH THE PHOTOGRAPHS
This document discusses methods for constructing waterproof roads. It describes various materials that can be used for waterproofing cement concrete roads and bituminous roads, including calcium stearate, rubber crumbs, and paving fabrics. Rubber crumbs are obtained from recycling waste tires and added to bitumen to improve strength and stability while addressing environmental issues. Paving fabrics are laid with hot asphalt between road layers to create a waterproof and stress-absorbing bonded interlayer that prevents cracking when placed under an asphalt overlay.
special concrete and high performance concreteErankajKumar
GROUTING OF CONCRETE, advantage ofGrouting,Characteristics of Grouting, GUNTING OF
CONCRETE, Application of Guniting, Properties of Guniting, advantage and disadvantage of Guniting, UNDERWATER CONCRETING, Properties of underwater concrete, METHODS OF UNDERWATER CONCRETE, advantage and disadvantage of underwater concrete, HOT WEATHERING CONCRETE, precautions, COLD WEATHER CONCRETING, PUMPABLE CONCRETE, Requirements of Mix Design for Pumpable Concrete, Ready Mixed Concrete RMC, Types of Ready Mixed Concrete, advantage and disadvantage of ready mixed concrete, introduction in High performance concrete HPC, selection of materials, behaviour of fresh high performance concrete HPC , behaviour of Hardened High performance concrete HPC when to use High performance concrete HPC , application of HPC , Advantage of HPC , Limitations of HPC
1) The document studies pervious concrete, which allows water to pass through, reducing runoff.
2) It reports on experiments testing different aggregate sizes, finding 12.5-16mm provided highest strength.
3) Testing showed compressive strength increased over time, reaching 26.9MPa at 28 days, while permeability was 6.9mm/sec.
This document discusses different types of admixtures used in concrete, including their uses and effects. It covers mineral admixtures like fly ash and silica fume that can reduce costs and improve properties. It also discusses chemical admixtures, specifically highlighting water reducers, superplasticizers, accelerators, and retarders. Water reducers and superplasticizers can lower the water-cement ratio while maintaining workability, leading to increased strength. Accelerators can reduce setting time while retarders have the opposite effect of delaying setting.
In this paper, the authors have discussed about the replacement of aggregates by discarded tyre rubber. This type of concrete is known as “Rubcrete”. It will cover the problems with the natural aggregate and also the reasons behind the use of rubber. The types of tyre rubber that are used, influence of size and content of rubber on concrete, effect of surface texture are discussed. Change in the properties of rubcrete over the conventional concrete, in hardened and fresh state such as slump, unit weight, air content, plastic shrinkage, mechanical strength been discussed. Paper covers the mechanisms behind the strength change, impact resistance, heat and sound insulation, freezing and thawing resistance of rubcrete. At the last, discussion on applications of rubcrete.
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Good Applications of Foam Cement in Geothermal Wells and Deepwater Environments
1. Good Applications of Foam Cement
in Geothermal Wells and Deepwater
Environments
Salman Deumah
May 2021
2. Introduction
❖ Foamed Cement Slurry :
A foamed cement slurry is a cement slurry in which gas (air, or
even more often, gaseous nitrogen), is incorporated directly
into the base cement slurry provides the benefit of increased
slurry compressibility, increase set-cement elasticity, and the
flexibility to reduce density during. In this way, an ultra-
lightweight cement slurry is obtained.
❖ Foam Cement Chemistry:
✓ Foam cement is made by properly combining three
elements: cement slurry, foaming agents, and a
gas(usually nitrogen).
✓ Foam is one in which the gas volume makes up 60% of the total foam volume. The higher the quality
(i.e., nitrogen content) of a foam slurry, the “thicker” or more viscous it will act.
✓ Some admixes otherwise commonly used should not be used when foaming.
✓ Nitrogen is the preferred gas for foam-cement jobs. However, for certain low-pressure or shallow
applications, compressed air could be used, including nitrogen (78%), oxygen, (21%), other gases, and
water vapor
3. Location of Application
Fields
Location of
Application
In the deep offshore of
the Gulf of Guinea , in
2011.
In the most wells drilled in
2015–2017 in the Volga-Ural
Region of Russia
In the geothermal-
drilling operations in a
field in central California,
In 2010.
Problems
There are the deep water weak
formation environments, that can
causes the following problems:
-A lower fracture gradient
resistance than the same formation
at the same sedimentary depth
onshore.
- Reduction in the equivalent
fracture density which may causes
the fracturing a weak Formation
and lost circulation
Oil reservoirs in this region are
mostly fractured carbonate deposits,
which causes the following
problems:
- Increasing risk of drill mud
losses.
- Increasing in the total non-
productive time (NPT), that may
take up to 30 days (about 50% of
the rig time)to stop these
disastrous losses by us other
conventional cements.
Areas where the presence
of naturally occurring
brines, steam breakout,
carbon dioxide, and
especially weak formations.
These challenges causes
these following problems:
- Lower the fracture
gradient formation
- Severe lost circulation
- Increase non-productive
time during using
conventional slurry
cements.
4. Conventional Cements Limitations
❖ Conventional cements limitations:
➢ Specific geological features of the region.
➢ High equivalent density of conventional cements.
➢ The conventional cement is lost in the thief zones before it starts to set, due to gravity and other factors.
➢ The flow of formation water washes the plug away leaving the thief zone either
not isolated at all or partially covered with the remaining cement .
5. Process and Mechanism
❖ Process of using the foam cement and mechanism:
➢ Foam cementing uses a foam water spacer and/or foamed drill
mud to help reduce hydrostatic pressure in the well to below the
loss initiation point and create a "blanket" below the foamed
cement to help prevent loss of foamed cement deep into the thief
zone (Fig. 3).
➢ Foamed cement injected into the thief zone occupies all space
available in all directions due to compressibility/expansion,
completely fills caverns and fractures, and locally penetrates
deep into vast cavernous karst zones. After waiting-on-cement
(WOC), foamed cement is drilled with a bottom hole assembly
(BHA)(Fig. 4).
➢ In this case, mud return is 100% if only one thief zone is present.
If there is more than one zone with different loss pressures,
additional operations are required in most cases to isolate each of
the zones separately.
6. Importance of Foam Cement Application
❖ Foam Cement Benefits :
Foamed cements exhibit several properties that make them suitable for use in well construction in the mentioned
regions:
Advantages Unique Features or properties
Lost circulation control Lightweight (high strength and low density).
Improve long-term zonal isolation Ductility and tensile strength
Improved mud displacement High viscosity
Stabilizes at high temperature and retention of heat as
fluid is injected into the well.
Lower thermal conductivity (Insulates)
Reduced costs associated with materials and rig time. Provides excellent strength-to-density ratio
Prevent gas migration control Foam with the tiny and discrete bubbles
Lower Environmental Impact Nitrogen is noncorrosive, nonreactive and inert.
Has low permeability and relatively high strength Physical stabilization results (The bubbles are not
interconnected and do not coalesce )
Increasing the life of a foam cement job The flexibility of foamed cement.
7. Conclusion
❑ The new technology has proved to be the most efficient among other solutions used to mitigate
or eliminate mud losses during well drilling in the high permeable and weak formations in the
Gulf of Guinea, Volga-Ural region and geothermal wells in the central California.
❑ Foamed cement's tensile strength, ductility, and displacement properties have made it
especially useful in several zonal-isolation scenarios and generate substantial cost savings
over the lifetime of the well.
❑ Nonproductive time attributed to successfully foam squeezing was reduced by 78% when
compared to squeezing with conventional cements in geothermal-drilling in a field in central
California.
❑ Considering the fact that foam cementing reduces non-productive time by an average of 2
days compared to conventional cementing, approximately 1,248 hours of rig time were saved
on 26 jobs completed over 5 years (from 2013 to 2017), which translates into almost two years
of drilling without any mud losses for the operator.
❑ Overall operational execution and cement evaluation indicate that the foam squeeze operation
enabled successful drilling of the well.
❑ Foamed-cement squeeze is a viable technique to be implemented in geothermal drilling.
❑ The flexibility of foamed cement can help increase the life of a cement job by maintaining the
integrity of hydraulic bonds, preventing the formation of a micro annulus, and eliminating stress
cracking.
8. References
✓ D. Lovett, C. O. Co, R. Hernández, and L. Chandarjit, “Squeeze with Foamed
Cement Cuts Nonproductive Time in a Geothermal Well,” no. April, pp. 2–4, 2010.
✓ A. Fomenkov, I. Pinigin, V. Zyryanov, A. Fedyanin, and P. Orenburgneft, “SPE-
191507-18RPTC-MS Foam Cementing in the Volga-Ural Region : Case Study,” no.
October, pp. 15–17, 2018.
✓ O. Taiwo, J. Ogbonna, P. Studies, and P. Harcourt, “SPE 150767 Foam Cementing
Design and Application : A Cure for Low Gradient- Associated Problems in
Deepwater Operations in the Gulf of Guinea,” 2011.
✓ A. Anya, “SPE-190079-MS Lightweight and Ultra-Lightweight Cements for Well
Cementing - A Review,” no. April, pp. 22–27, 2018.
✓ N. G.-M. ¯dimurec, B. Paši´, P. Miji´, and I. Medved, “applied sciences Drilling
Fluid and Cement Slurry Design for Naturally Fractured Reservoirs,” 2021.