Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

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

Soil Mechanics in Engineering Practice 3rd Edition

Status
Not open for further replies.
kooko

kooko

Geotechnical
Joined
Apr 29, 2006
Messages
12
Refer to problem # 4 in page 122. I am trying to solve part a (i.e. consolidation of the plastic clay). My solution is approximately 130 cm. However the book indicates a value of 153 cm. I am treating the fill material as surcharge material. Any suggestions?
 
Status
Not open for further replies.

Similar threads

A
  • Locked
  • Question Question
Soil anisotropy effect in piles vs. spudcans
Replies
2
Views
3K
Alexander F
A
ONENGINEER
  • Locked
  • Question Question
Soil Densification
Replies
1
Views
2K
HTURKAK
HTURKAK
JohnTerry4
  • Question Question
Maximum # of Storied for building on shallow foundations on soil
Replies
1
Views
8K
HTURKAK
HTURKAK
I
  • Question Question
Overconsolidation of Clay Soil and effect on allowable bearing pressure.
Replies
2
Views
5K
Insha
I
beagleboy
  • Locked
  • Question Question
Lateral soil pressure on box SOE
Replies
5
Views
2K
geotechguy1
geotechguy1

Part and Inventory Search

Sponsor

Back
Top