![]() | ||||||||
| USER IS NOT LOGGED IN |
| |||||||
| The following are typical factors of safety applied to ultimate bearing stress for soils: | |
| Retaining Walls | 3 |
| Temporary braced excavations | 2 |
| Railway Bridges | 4 |
| Highway Bridges | 3.5 |
| Silos | 2.5 |
| Warehouses | 2.5 |
| Apartments/Offices | 3 |
| Light Industrial | 3.5 |
| Public Buildings | 3.5 |
| Footings | 3 |
| Mats | 3 |
| Deep Foundations with load tests | 2 |
| Driven Piles with wave equation analysis | 2.5 |
| Deep Foundations without load tests | 3 |
| Multi Layer soils | 4 |
| Copyright © 2001,2002, EPCServer.com All rights reserved. All content in this site is provided 'as is' and no warranty is given as to the accuracy or suitability of any part hereof. No liability will be accepted for any direct or consequential losses, howsoever caused, following the use or misuse of any advice or information, real or implied, provided by this site. |