Civil Engineering Student Project Liquefaction Tank Design ...

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Civil Engineering Student Project Liquefaction Tank Design & Construction Krista Van Eyck, Cal Poly Pomona Purpose The purpose of this project was to build a functional and sustainable liquefaction tank to be used by the Cal Poly Pomona Civil Engineering department. The scope includes a design of a tank that adequately demonstrates the loss of shear strength in saturated, loose, cohesionless soils subject to both seepage and dynamic forces. Soil Liquefaction is a phenomenon in which a soil loses its shear strength and act as a thick liquid. The occurrence of liquefaction is induced by either the upward flow of water or rapid soil loading produced by an earthquake. What is Liquefaction? Research and Development Coduto, Donald. “Geotechnical Engineering: Principles and Practices.” Prentice Hall, Upper Saddle River, New Jersey, 1999. Kramer, Steven L. “Geotechnical Earthquake Engineering.” Prentice Hall, Upper Saddle River, New Jersey, 1996. Terzaghi, K. and R.B. Peck (1967), “Soil Mechanics in Engineering Practice.” 2 nd Edition, New York, John Wiley & Sons, pp. 110-111. References Using a permeameter, we determined the hydraulic conductivity, k, of both #20 and #30 silica sand. They both demonstrated liquefaction well, how we chose the #30 silica sand because it had the lowest k. Using k, we can determine Q from Q=kiA. which requires a lower Q, making our the pump necessary to create the flow we needed cheaper. Tank and Underflow Design • The final tank design is a 21”x21”x30” transparent acrylic tank with a half inch wall thickness fabricated by plastic mart. • Three Piezometers are attached to the tank to demonstrate changes in pore water pressure. • A 10”x3.25” weir is attached 4” from the top of the tank that cycles water back to the reservoir to avoid overflowing • An underflow system lies beneath the sand that evenly distributes the water through the sand to show uniform liquefaction. The water is first collected before being distributed through a geofabric sandwiched between two stainless steel grids. • Water is fed through an opening located at the bottom of the tank with flexible tubing. One branch runs to the reservoir with a gate valve within the line located at the control panel. • The ball valve controls the return from the tank. • Another line continues to a gate valve located at the center of the control panel. • The gate valve is connected to series 100 Bell and Gossett brass booster pump which is connected to the 30 gallon reservoir. Plumbing • The plumbing, reservoir and pump are encased in a heavy duty cart which was covered on 3 sides with sheet metal. The back side contains the control panel encasing the plumbing valves along with the power switch for the pump and power outlet. Matt Stocking Robert McLean (PM) Mary Real Team Members Visal Te Krista Van Eyck Gegam Burnazyan Chris Sandoval

Transcript of Civil Engineering Student Project Liquefaction Tank Design ...

Page 1: Civil Engineering Student Project Liquefaction Tank Design ...

Civil Engineering Student Project Liquefaction Tank Design & Construction

Krista Van Eyck, Cal Poly Pomona

Purpose The purpose of this project was to build a functional and sustainable liquefaction tank to be used by the Cal Poly Pomona Civil Engineering department.

The scope includes a design of a tank that adequately demonstrates the loss of shear strength in saturated, loose, cohesionless soils subject to both seepage and dynamic forces.

Soil Liquefaction is a phenomenon in which a soil loses its shear strength and act as a thick liquid. The occurrence of liquefaction is induced by either the upward flow of water or rapid soil loading produced by an earthquake.

What is Liquefaction?

Research and Development

Coduto, Donald. “Geotechnical Engineering: Principles and Practices.” Prentice Hall, Upper Saddle River, New Jersey, 1999.

Kramer, Steven L. “Geotechnical Earthquake Engineering.” Prentice Hall, Upper Saddle River, New Jersey, 1996.

Terzaghi, K. and R.B. Peck (1967), “Soil Mechanics in Engineering Practice.” 2nd Edition, New York, John Wiley & Sons, pp. 110-111.

References

Using a permeameter, we determined the hydraulic conductivity, k, of both #20 and #30 silica sand. They both demonstrated liquefaction well, how we chose the #30 silica sand because it had the lowest k.

Using k, we can determine Q from Q=kiA. which requires a lower Q, making our the pump necessary to create the flow we needed cheaper.

Tank and Underflow Design • The final tank design is a 21”x21”x30” transparent acrylic

tank with a half inch wall thickness fabricated by plastic mart.

• Three Piezometers are attached to the tank to demonstrate changes in pore water pressure.

• A 10”x3.25” weir is attached 4” from the top of the tank that cycles water back to the reservoir to avoid overflowing

• An underflow system lies beneath the sand that evenly distributes the water through the sand to show uniform liquefaction. The water is first collected before being distributed through a geofabric sandwiched between two stainless steel grids.

• Water is fed through an opening located at the bottom of the tank with flexible tubing. One branch runs to the reservoir with a gate valve within the line located at the control panel.

• The ball valve controls the return from the tank.

• Another line continues to a gate valve located at the center of the control panel.

• The gate valve is connected to series 100 Bell and Gossett brass booster pump which is connected to the 30 gallon reservoir.

Plumbing

• The plumbing, reservoir and pump are encased in a heavy duty cart which was covered on 3 sides with sheet metal. The back side contains the control panel encasing the plumbing valves along with the power switch for the pump and power outlet.

Matt Stocking Robert McLean (PM) Mary Real

Team Members Visal Te

Krista Van Eyck Gegam Burnazyan

Chris Sandoval