Chapter
Dec 27, 2013
Laboratory Tests on Flow Characteristics of Pre-Liquefied Sand
Authors: Y. M. Chen [email protected], H. Q. Wu [email protected], X. B. Sha [email protected], and H. L. Liu [email protected]Author Affiliations
Publication: International Efforts in Lifeline Earthquake Engineering
Abstract
Liquefied and post-liquefied sand can be treated as a kind of fluid. Previous research has suggested that liquefied or post-liquefied sand is a shear-thinning, non-Newtonian fluid. The flow characteristics of pre-liquefied sand under high pore pressure ratio are worth discussing. According to the theory of dropping ball viscosimeter, the test apparatus of flow characteristics of pre-liquefied sand is developed. The saturated sand was put in a model box. A water tank was linked with the bottom of the sand box. The height of the water tank can be lifted to provide the excess pore pressure required in the sand soil. A steel sphere, embedded in the sand box, can move in the horizontal direction under a dragging force. Resistance and ball velocity were measured during dragging and, meanwhile, apparent viscosity is evaluated. The velocity of the sphere and excess pore pressure ratio were the main focuses in the tests. The results suggest that the apparent viscosity of the pre-liquefied sand decreases with the growth of the strain rate. The pre-liquefied sand is shear thinning, non-Newtonian fluid which is similar with liquefied and post-liquefied sand. The apparent viscosity of the pre-liquefied sand also decreases with the growth of the excess pore pressure ratio.
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© 2014 American Society of Civil Engineers.
History
Published online: Dec 27, 2013
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ASCE Technical Topics:
- Continuum mechanics
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Environmental engineering
- Flow (fluid dynamics)
- Fluid dynamics
- Fluid flow
- Fluid mechanics
- Geomechanics
- Geotechnical engineering
- Hydrologic engineering
- Laboratory tests
- Pollution
- Pore pressure
- Pressure (type)
- Soil dynamics
- Soil liquefaction
- Soil mechanics
- Soil pollution
- Soil pressure
- Soil properties
- Soil treatment
- Solid mechanics
- Tests (by type)
- Viscosity
- Water and water resources
Authors
Affiliations
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation, Hohai University, P.O. Box 210098, Nanjing, China. E-mail: [email protected]
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation, Hohai University, P.O. Box 210098, Nanjing, China. E-mail: [email protected]
ChinaZhongtie Major Bridge Reconnaissance & Design Institute Co., Ltd., China. E-mail: [email protected]
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation, Hohai University, P.O. Box 210098, Nanjing, China. E-mail: [email protected]
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