This document describes a standard test method for measuring the flow of grout used in preplaced-aggregate concrete construction. The test method involves measuring the time it takes for a specific volume of grout to flow through a standardized flow cone. A properly calibrated flow cone is filled with grout and the time for the grout to continuously drain from the cone through a discharge tube is measured with a stopwatch. Grout mixtures with an efflux time of 35 seconds or less are considered suitable for this test method. The average efflux time and other testing details are reported.
Micro-piling is one of the efficient and cost effective ground improvement technique which can be use various condition. It can use to support foundation as well as soil retention.
Marsh cone test is reliable and simple method to study the rheological properties of cements and mortars.
Flow time of cement/mortar through marsh cone is indicator of viscosity, which depends upon cement super plasticizer compatibility.
Determination of undrained shear strength of cohesive soil using lab vane shear test.
1. The formula for shear strength is based on following assumptions:
● Shearing Strength in the Horizontal and Vertical directions are the same.
● At the peak value, Shear Strength is equally mobilized at the end surface as well as at the center,
● The shear surface is cylindrical and has a diameter equal to the diameter of the vane.
2. The test gives the undrained strength of the soil. The undisturbed and remolded strength obtained are also useful for evaluating the sensitivity of soil. The data acquired from vane shear test can be used to determine: Undrained shear strength, Evaluate rapid loading strength for total stress analysis, Sensitivity of soil to disturbance, Analysis of stability problems with embankment on soft ground.
3. With increase in water content undrained shear strength decreases for given soil sample.
4. It is a quick test so it can be assumed as an undrained test.
Micro-piling is one of the efficient and cost effective ground improvement technique which can be use various condition. It can use to support foundation as well as soil retention.
Marsh cone test is reliable and simple method to study the rheological properties of cements and mortars.
Flow time of cement/mortar through marsh cone is indicator of viscosity, which depends upon cement super plasticizer compatibility.
Determination of undrained shear strength of cohesive soil using lab vane shear test.
1. The formula for shear strength is based on following assumptions:
● Shearing Strength in the Horizontal and Vertical directions are the same.
● At the peak value, Shear Strength is equally mobilized at the end surface as well as at the center,
● The shear surface is cylindrical and has a diameter equal to the diameter of the vane.
2. The test gives the undrained strength of the soil. The undisturbed and remolded strength obtained are also useful for evaluating the sensitivity of soil. The data acquired from vane shear test can be used to determine: Undrained shear strength, Evaluate rapid loading strength for total stress analysis, Sensitivity of soil to disturbance, Analysis of stability problems with embankment on soft ground.
3. With increase in water content undrained shear strength decreases for given soil sample.
4. It is a quick test so it can be assumed as an undrained test.
Problemas resueltos de series convergentes al infinito con polos enteros y tambien fraccionarios, expansiones en torno puntos diferentes de cero, funciones trigonométricas con argumento imaginario.
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diapositivas de apoyo a la clase practica de respiratorio , histologia II Curso 2017-2 Universidad del Sinu Elias Bechara Zainum Dra Lizette Maria Acosta
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Software Delivery At the Speed of AI: Inflectra Invests In AI-Powered QualityInflectra
In this insightful webinar, Inflectra explores how artificial intelligence (AI) is transforming software development and testing. Discover how AI-powered tools are revolutionizing every stage of the software development lifecycle (SDLC), from design and prototyping to testing, deployment, and monitoring.
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• The Future of Testing: How AI is shifting testing towards verification, analysis, and higher-level skills, while reducing repetitive tasks.
• Test Automation: How AI-powered test case generation, optimization, and self-healing tests are making testing more efficient and effective.
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• Inflectra's AI Solutions: See demonstrations of Inflectra's cutting-edge AI tools like the ChatGPT plugin and Azure Open AI platform, designed to streamline your testing process.
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GDG Cloud Southlake #33: Boule & Rebala: Effective AppSec in SDLC using Deplo...James Anderson
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In-depth analysis of the cyber threat landscape across North America, South America, Europe, APAC, and the Middle East
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2. outlet of the discharge tube with a finge or a stopper. Introduce
1725 6 5 mL of water into the cone. Adjust the point gage to
indicate the level of the water surface. Then allow the water to
drain.
8.2 Before firs use of the flo cone with grout and
periodically thereafter, check the accuracy of the cone by
fillin it with water as described in 8.1. After checking or
adjusting the point gage, start the stop watch and simulta-
neously remove the finge . Stop the watch at the firs break in
the continuous flo of water. The time indicated by the stop
watch is the time of efflux of water. If this time is 8.0 6 0.2 s,
the cone may be used for determining the time of efflux of
grout.
9. Procedure
9.1 Moisten the inside of the flo cone by fillin the cone
with water and, 1 min before introducing the grout sample,
allow the water to drain from the cone. Close the outlet of the
discharge tube with a finge or a stopper. Introduce the grout
into the cone until the grout surface rises to contact the point
gage, start the stop watch, and simultaneously remove the
finge or stopper. Stop the watch at the firs break in the
continuous flo of grout from the discharge tube, then look
into the top of the cone; if the grout has passed sufficiently,
such that light is visible through the discharge tube, the time
indicated by the stop watch is the time of efflux of the grout. If
light is not visible through the discharge tube, then the use of
the flo cone is not applicable for grout of this consistency. At
least two tests having times of efflux within 1.8 s of their
average shall be made for each grout mixture.
9.2 The test for time of efflux shall be made within 1 min of
drawing of the grout from the mixer or transmission line. When
grout is being placed over a significan period of time, the time
of efflux may be determined at selected intervals to demon-
strate that the consistency is suitable for the work.
10. Report
10.1 Report the following information:
10.1.1 Identificatio of sample,
10.1.2 Identificatio of materials in the sample, the propor-
tions, and whether laboratory-prepared or taken from the fiel
production mix,
10.1.3 Average time of efflux to nearest 0.2 s and time
interval from completion of mixing at which the test was made,
and
NOTE 1—Other means of indicating grout level may be used as long as accurate indication of grout level on volume is obtained.
FIG. 1 Cross Section of Flow Cone
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3. 10.1.4 Temperature, ambient and of the sample at the time
of test.
11. Precision and Bias
11.1 Precision—The following within-laboratory, multiple-
operator precision applies. The single laboratory standard
deviation has been found to be 0.88 s. Therefore, results from
two properly conducted tests on the same material should not
differ by more than 2.49 s.
11.2 Bias—No statement on bias can be prepared because
there are no standard reference materials.
12. Keywords
12.1 flo cone; grout; preplaced—aggregate concrete; time
of efflux
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