Effects of soil parameter variation and grid deformation on the numerical simulation of aquitard consolidation
Changes in soil parameters such as saturated unit weight (body force), hydraulic conductivity, and elastic modulus must be considered for simulating aquitard consolidation. In addition to changes in soil parameters, grid intervals change the subsequent soil deformation in such simulations. This stud...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Chinese Geoscience Union
2018-01-01
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| Series: | Terrestrial, Atmospheric and Oceanic Sciences |
| Online Access: |
http://tao.cgu.org.tw/media/k2/attachments/v294p455.pdf
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