Numerical analysis of embankment on soft soils with different constitutive models / Rohamezan Rohim
The problem related to the soft soils deposits is an important role in geotechnical works. Soft soil is very porous and fully saturated in nature. The degree of compressibility is high and low in undrained shear strength due to high amount of moisture content. With the existing equipment, engineers...
Tallennettuna:
| Päätekijä: | |
|---|---|
| Aineistotyyppi: | Kirja |
| Julkaistu: |
Universiti Teknologi MARA Cawangan Pulau Pinang,
2003.
|
| Aiheet: | |
| Linkit: | Link Metadata |
| Tagit: |
Lisää tagi
Ei tageja, Lisää ensimmäinen tagi!
|
Lisää ensimmäinen kommentti!