Test method for simulating long-term deformation of rockfill

A test method, rockfill technology, applied in the fields of water conservancy and hydropower engineering and geotechnical engineering

Inactive Publication Date: 2012-08-01
WUHAN UNIV
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  • Abstract
  • Description
  • Claims
  • Application Information

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And limited by the test equipment, it is difficult to dynamic

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  • Test method for simulating long-term deformation of rockfill
  • Test method for simulating long-term deformation of rockfill
  • Test method for simulating long-term deformation of rockfill

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Abstract

The invention relates to a test method for simulating long-term deformation of a rockfill. The test method comprises the following steps of: (1) building a strength degradation model according to a rockfill isochronous stress-strain curve acquired by an indoor triaxial test; (2) randomly simulating a three-dimensional rockfill particle set; and (3) calculating and drawing a long-term deformation curve for rockfill particle flowing deformation by utilizing a rockfill particle random model and the strength degradation model. The test method disclosed by the invention has the advantages that the simulation test method can observe slippage, rotating and cracking of a particle in a flowing deformation simulation process in real time, each fabric quantity is conveniently extracted, the long-term deformation curve of the rockfill is drawn according to test data, non-linear stress-strain parameters can be more accurately solved, basis is provided for numerical calculation of a rockfill dam, and certain reference base and theoretical guidance can be provided for researching problems, such as the long-term deformation, of some rockfill dam projects.

Description

technical field [0001] The invention relates to the technical fields of water conservancy and hydropower engineering and geotechnical engineering, in particular to a test method for simulating long-term deformation of rockfill bodies. Background technique [0002] The prototype observation data of the built rockfill dams show that the deformation of the dam does not end after water storage, and will continue to increase for a long period of time. Long-term deformation has a negative impact on the safe operation of rockfill dams. For example, excessive long-term deformation will lead to the destruction of concrete panels, thereby affecting its anti-seepage performance, and even endangering the safety of the dam body. Studying the long-term deformation of rockfill body has important guidance for mastering the stress and deformation laws of concrete face rockfill dam body, implementing operation monitoring and safety assessment of dam and water stop system, scientifically guidi...

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Application Information

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IPC IPC(8): G01N3/24G01N15/00
Inventor 周伟常晓林马刚胡超
Owner WUHAN UNIV
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