Figure 1-8. Variation Kcu for clay with respect to undrained shear strength and overconsolidation ratio
Table 2-1. Tolerances in Drilled Shaft Construction

Deep Foundations - index
Page Navigation
  18    19    20    21    22  23  24    25    26    27    28  
< Previous Page
Index ^
Next Page >

Privacy Statement
Press Release
Contact

© Copyright Integrated Publishing, Inc.. All Rights Reserved.

Integrated Publishing, Inc. - A (SDVOSB) Service Disabled Veteran Owned Small Business