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CIVIL Engineering TV Civil Engineering Content

04/07/2025

ASTM D6910/D6910M-09 5. Significance and Use5.1 This test method allows for the assessment of an apparent viscosity of clay slurries in the laboratory and in the field. Viscosity is a fundamental characteristic for slurries in construction applications. The Marsh Funnel Viscosity test can be used for field quality control of slurries. Relative changes in slurry viscosity can be identified using Marsh Funnel measurements and modifications can be made to mixing and handling procedures.5.2 In this test, it is assumed that the apparent viscosity of a slurry is directly related to the flow duration through a specially shaped funnel (the Marsh Funnel).5.3 In slurry wall construction and other applications, the viscosity of a slurry must be maintained at a level high enough to assist in stabilizing the trench walls. Slurry viscosity is also directly related to filter cake permeability.5.4 The Marsh Funnel Viscosity has been widely used in drilling soil and rock for water wells, oil, gas, soil stabilization, and the application of hydraulic barriers.5.5 Inert suspended solids such as fine sands and additives affect the viscosity of slurries. This test may be used to determine the relative effects of this and other such materials on the viscosity of a slurry.6. Apparatus6.1 Marsh Funnel (see Fig. 1)—The Marsh Funnel will comply with the following:6.1.1 Funnel Cone—A cone with a length of 305-mm [12-in.] and a diameter of 152-mm [6-in.] equipped with a screen at the top and an or***ce tube at the bottom. The capacity of the cone from the or***ce opening to the bottom of the screen shall be 1500 mL [1.6 qt]. It may be manufactured from plastic, metal, or other rigid and durable material, and may be provided with handles or stands.6.1.2 Funnel Orifice—An or***ce tube of 51-mm [2-in.] in length, with an inside diameter of 4.75-mm [3⁄16-in.]. The diameter of this outlet directly affects the Marsh Funnel test results and has been standard with the test since the inception of this method.6.1.3 Screen— A screen with openings of approximately 3.2 mm [0.125 in.]. The screen is normally placed at the 1500 mL [1.6 qt] level of the funnel; approximately 19 mm [0.75 in.] below the top of the funnel. The screen is used to separate larger particles that could plug the or***ce during the test.6.2 Graduated Cup— A metal or plastic graduated cup with a 946-mL [1-qt] marking.6.3 Timer— A stopwatch or equivalent timer with a resolution of 0.5 s or better.6.4 Thermometer— A thermometer with a range of 0 to 105°C [32 to 220°F] with a resolution of 1°C [2°F].6.5 Sampling and Cleaning Equipment.7. Hazards7.1 Appropriate eye and hand protection is recommended for direct work with the slurries.8. Sampling8.1 Obtain a 7.5 L [2 gal] representative sample of the slurry to be tested using dippers, buckets, mud or slurry samplers, or equivalent equipment from a field construction operation (for example, from a hydrated mix pond) or from a laboratory slurry mix. A specimen 1500 mL [1.6 qt] in volume is required for a test.9. Calibration Checks9.1 Periodically check the Marsh Funnel and the graduated cup for damage or wear. For the Marsh Funnel pay special attention to the or***ce tube. Verify that the graduation marks are present and readable in the funnel and the cup. In particular, make sure that the 946 mL mark is readable in the cup.9.2 Fill the Marsh funnel with 1500-mL [1.6-qt] of water while holding a finger over the or***ce. If the water surface is at the screen, no further marking is required. If the surface is above or below the screen, a mark should be placed inside the funnel for reference when running the test.9.3 Verify that the flow duration for 946 mL [1 qt] of water is 26 6 0.5 s at a temperature of 21 6 3°C [70 6 5°F]. 10. Procedure10.1 Verify that the funnel and cup are both clean and dry.10.2 Cover the Marsh Funnel or***ce with a finger and pour the freshly sampled slurry through the screen into the upright funnel.10.3 Holding the funnel over the graduated cup, remove the finger and start the timer.10.4 Measure the time for the slurry to fill the graduated cup to the 946 mL [1 qt] line.10.5 Determine the temperature of the slurry.NOTE 3—Repeating the test several times and averaging the results may reduce the chance for error and provide more reproducible results.11. Report11.1 Test data forms or test reports will include the following:11.1.1 The source of the sample.11.1.2 The date and time of the test.11.1.3 The elapsed time to the nearest second for 946-mL [1-qt] of the slurry to flow into the graduated cup. This value to be recorded as the Marsh Funnel Viscosity.11.1.4 The temperature of the slurry.

10/02/2025

A geotechnical investigation is a thorough examination of subsurface soil and rock conditions at a proposed construction site.

Purpose:

To understand the ground conditions: This includes soil type, composition, strength, density, groundwater levels, and any potential hazards like contamination or instability.
To inform design and construction: The data gathered helps engineers design safe and cost-effective foundations, earthworks, and other structures.
To mitigate risks: Identify potential problems like soil erosion, landslides, liquefaction, and settlement.

18/11/2024

Epoxy injection is a common method used in construction and engineering to repair cracks in concrete and restore its structural integrity. It involves injecting a specialized two-part epoxy resin into cracks under pressure, where it fills voids and bonds the concrete back together. This technique is widely used for repairing structural elements like walls, beams, columns, and slabs.

Key Steps in Epoxy Injection:

1. Surface Preparation:
• Clean the cracked area to remove debris, dirt, or loose particles.
• Seal the surface cracks using an epoxy paste, leaving entry and exit ports for the injection process.
2. Installation of Ports:
• Attach injection ports along the length of the crack. These ports serve as access points for the epoxy resin.
3. Epoxy Mixing:
• Mix the two components of the epoxy resin (resin and hardener) as per the manufacturer’s instructions.
4. Injection Process:
• Use a pressure injection pump to inject the epoxy through the ports. Start at the lowest point of the crack and move upwards to ensure full pe*******on.
• Monitor for epoxy flow at adjacent ports to confirm complete crack filling.
5. Curing:
• Allow the epoxy to cure as per the recommended time, which can vary based on environmental conditions and the specific product used.
6. Finishing:
• Remove injection ports and grind down excess epoxy to achieve a smooth surface if necessary.

Benefits of Epoxy Injection:

• Restores structural integrity to cracked elements.
• Prevents further water ingress and corrosion of reinforcement.
• Provides a long-lasting solution for crack repair.
• Suitable for both horizontal and vertical cracks.

Limitations:

• Best suited for cracks that are dormant (non-moving).
• Requires skilled labor and proper equipment.
• Not ideal for wide cracks or surfaces with significant movement.

Epoxy injection is widely used in applications such as bridges, dams, parking structures, and residential or commercial buildings.

D.O No. 41 Series of 2016
04/06/2024

D.O No. 41 Series of 2016

27/04/2024

📢 PUBLIC ADVISORY 📢

The results of the March 9, 2024 Contractors'/Consultants' Written Examination for Materials Engineers Accreditation (CCME) are now out and accessible on the DPWH website.

For the official list of passers, scan the QR code below or click this link: https://tinyurl.com/20240309

Did you make it? Let us know in the comment section!

Edi doon ka😛😂
30/03/2024

Edi doon ka😛😂

13/03/2024

FYI... it gets better. You find better. You experience better. You become better. Trust the process.

Life Of a BIM ENGINEER!
09/01/2024

Life Of a BIM ENGINEER!

31/12/2023


Happy New Year🥳

DPWH Secretary Manuel M. Bonoan approved  on December 20, 2023 the Contract for Consultant’s Services of Yooshin Enginee...
30/12/2023

DPWH Secretary Manuel M. Bonoan approved on December 20, 2023 the Contract for Consultant’s Services of Yooshin Engineering Corporation in a joint venture with Kyong-Ho Engineering and Architects Co., Ltd., Dohwa Engineering Co., Ltd., Soosung Engineering Co., Ltd., and Dasan Consultants Co., Ltd for the DED and tender assistance, a crucial step forward in the realization of this key infrastructure flagship project in Western Visayas Region.

Secretary Bonoan said that the start of DED for Panay-Guimaras-Negros Island Bridges Project is another monumental undertaking of the administration of President Ferdinand R. Marcos Jr. under the “Build, Better, More”program that will improve the lives of the people and simultaneously achieve economic stability in the areas in the Region.


25/12/2023
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22/12/2023

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