Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations cowski on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

K Value on Hydrometer Test

Status
Not open for further replies.
ditapark

ditapark

Structural
Feb 3, 2015
25
So does anyone have a table about values of K used in the equation for calculating the diameter of particles in hydrometer analysis that has Gs (soil specific gravity) lower than 2. All I can found the table start from 2.45. But my Gs is around 1.8 so I need a table that lower than 2.45
Can anyone help me, which book I can find the complete table?
 
 http://files.engineering.com/getfile.aspx?folder=264bdcbc-0fcb-4860-880e-1da464e718b3&file=fjfhjkfhjgf.PNG
Status
Not open for further replies.

Similar threads

DirtSmuggler
  • Question
Soil Lab Test
Replies
3
Views
3K
Victorwilliams
V
geo24
  • Question
Phi Angle in CU Test
Replies
2
Views
5K
geo24
geo24
I
  • Locked
  • Question
Question about Direct Shear Test, CU and UU test
Replies
2
Views
2K
ripongeo
ripongeo
learning2geotech
  • Question
Ignore Circle in CU Triaxial Shear Test
Replies
1
Views
2K
EireChch
EireChch
S
  • Question
Undrained Shear Strength from Unconsolidated Undrained Triaxial Test
Replies
5
Views
4K
morecoffeeplz
morecoffeeplz

Part and Inventory Search

Sponsor

Back
Top Bottom