Development of an earth pressure model for design of retaining structures in piedmont soils - Page 77 |
Previous | 77 of 147 | Next |
|
small (250x250 max)
medium (500x500 max)
Large
Extra Large
large ( > 500x500)
Full Resolution
All (PDF)
|
This page
All
|
- Wednesday December 13, 2006 ~ Excavation for the fourth lift ( 16ft) was
started in the early morning, and was completed by 1: 30pm. The fifth and final
lift ( 20ft) was started, but the excavation was halted because one of the dump
trucks was damaged in the stockpile area and required towing.
- Thursday December 14, 2006 ~ The final lift ( 20ft) was continued in the early
morning and completed by 12: 00pm. Readings were taken after the final lift was
completed. After the final readings were taken, an 8ft triangular surcharge was
built behind the west wall. Readings were also taken after the surcharge was
completed at 3: 30pm.
- Sunday December 17, 2006 ~ The final readings were taken in the afternoon, and
the dataloggers were disconnected and walls decommissioned.
The excavation process is shown in figure 5.17.
68
Object Description
Description
| Title | Development of an earth pressure model for design of retaining structures in piedmont soils - Page 77 |
| Pres Local File Path-M | \Preservation_content\StatePubs\pubs_borndigital\images_master\ |
| Full Text | - Wednesday December 13, 2006 ~ Excavation for the fourth lift ( 16ft) was started in the early morning, and was completed by 1: 30pm. The fifth and final lift ( 20ft) was started, but the excavation was halted because one of the dump trucks was damaged in the stockpile area and required towing. - Thursday December 14, 2006 ~ The final lift ( 20ft) was continued in the early morning and completed by 12: 00pm. Readings were taken after the final lift was completed. After the final readings were taken, an 8ft triangular surcharge was built behind the west wall. Readings were also taken after the surcharge was completed at 3: 30pm. - Sunday December 17, 2006 ~ The final readings were taken in the afternoon, and the dataloggers were disconnected and walls decommissioned. The excavation process is shown in figure 5.17. 68 |
Tags
Add tags for Development of an earth pressure model for design of retaining structures in piedmont soils - Page 77
Comments
Post a Comment for Development of an earth pressure model for design of retaining structures in piedmont soils - Page 77
