| ygerusspff's Forum Info |
| Joined: |
05-30-2023 |
| Last Visit: |
(Hidden) |
| Total Posts: |
0 (0 posts per day | 0 percent of total posts) |
| Total Threads: |
0 (0 threads per day | 0 percent of total threads) |
| Time Spent Online: |
(Hidden) |
| Members Referred: |
0 |
|
|
| Additional Info About ygerusspff |
| Bio: |
In addition, packing on clay soils does not allow water to run away from the pores, and hence, this creates excess water stress. If the loading does not create failure, the excess water pressure is dampened, consolidation takes place and volume modification is observed. The long process of this volume change in the clays is due to very low hydraulic conductivity. Decision of the shear stamina of the clay is executed by a straight shear test, triaxial compression examination, vane examination and conventional infiltration tests. https://mega-wiki.win/index.php?title=Like_This |
| Gender: |
Male |
|
