11 November 2022
- 07:1907:19, 11 November 2022 diff hist +31 DFI Library added link current Tag: Visual edit
- 07:1607:16, 11 November 2022 diff hist +31 Main Page added article link current Tag: Visual edit
- 07:1507:15, 11 November 2022 diff hist +3,570 N Section 5.22 Frost Heave Created page with "The design foundation lengths required to resist uplift against ground heave and structural uplift can be calculated from the soil side resistance below the frost zone. The depth of frost penetration and adfreeze bond strength is used to determine the ground heave portion of the load to be resisted. Published adfreeze values generally range from 10 psi to 20 psi, with some silts ranging as high as 45 psi. Many foundations have been installed according to the Tsytovic..." current
28 September 2022
- 15:1515:15, 28 September 2022 diff hist +36,995 Guide to Working Platforms added page content current Tag: Visual edit
- 15:1415:14, 28 September 2022 diff hist +30 N File:Fig7.png No edit summary current
- 15:1315:13, 28 September 2022 diff hist +30 N File:Fig6.png No edit summary current
- 15:1315:13, 28 September 2022 diff hist +32 N File:Fig5.png No edit summary current
- 15:0815:08, 28 September 2022 diff hist +35 N File:Fig4.png No edit summary current
- 15:0715:07, 28 September 2022 diff hist +8 N File:Drilling.png No edit summary current
- 15:0615:06, 28 September 2022 diff hist +8 N File:Tracking.png No edit summary current
- 14:4014:40, 28 September 2022 diff hist +37 N File:Fig3.png No edit summary current
- 14:3314:33, 28 September 2022 diff hist +59 N File:Fig2.2.png No edit summary current
- 14:3214:32, 28 September 2022 diff hist +59 N File:Fig2.png No edit summary current
- 14:1614:16, 28 September 2022 diff hist 0 N Guide to Working Platforms The importance of the stability of large and tall equipment when working on construction projects is undeniable. As the gruesome image below shows, the consequences of unstable platforms can be devastating.
26 September 2022
- 20:5020:50, 26 September 2022 diff hist +8 m Terminology and Evaluation Criteria of Crosshole Sonic Logging (CSL) as applied to Deep Foundations No edit summary current Tag: Visual edit
- 20:5020:50, 26 September 2022 diff hist 0 Terminology and Evaluation Criteria of Crosshole Sonic Logging (CSL) as applied to Deep Foundations No edit summary Tag: Visual edit
- 20:4820:48, 26 September 2022 diff hist +28 N File:Figure1-optimized.png No edit summary current
- 20:3620:36, 26 September 2022 diff hist +10 m Terminology and Evaluation Criteria of Crosshole Sonic Logging (CSL) as applied to Deep Foundations No edit summary Tag: Visual edit
- 20:3420:34, 26 September 2022 diff hist 0 Terminology and Evaluation Criteria of Crosshole Sonic Logging (CSL) as applied to Deep Foundations image edits Tag: Visual edit
- 16:1316:13, 26 September 2022 diff hist +35,448 Terminology and Evaluation Criteria of Crosshole Sonic Logging (CSL) as applied to Deep Foundations added page content Tag: Visual edit
- 15:5515:55, 26 September 2022 diff hist +60 N File:Figure2.png No edit summary current
- 15:5115:51, 26 September 2022 diff hist +51 N File:FAT-Table.png No edit summary current
- 15:4915:49, 26 September 2022 diff hist +27 N File:Figure1.png No edit summary current
- 15:3415:34, 26 September 2022 diff hist +51 N File:Table 1- Relation between FAT increase and Velocity Decrease.png No edit summary current
- 15:2115:21, 26 September 2022 diff hist +18 N Terminology and Evaluation Criteria of Crosshole Sonic Logging (CSL) as applied to Deep Foundations Created page with "== INTRODUCTION ==" Tag: Visual edit