Notice and Disclaimer |
IV |
Table of Contents |
V |
Chapter 1 - Introduction |
1 |
1.1 About Foundation Supportworks®, Inc |
1 |
1.2 FSI Engineering Roles |
2 |
1.3 Continuing Education Opportunities |
3 |
Chapter 2 – Helical Foundation Systems |
5 |
2.1 History |
5 |
2.2 Summary Description |
6 |
2.3 Helical Foundation System Components |
7 |
2.3.1 Helix Plates |
7 |
2.3.2 Central Shaft |
9 |
2.3.2.1 Coupler Detail |
9 |
2.3.2.2 Round vs Square |
13 |
2.3.3 Brackets |
14 |
2.4 Benefits |
17 |
2.5 Limitations |
18 |
2.6 Design Considerations |
20 |
2.6.1 Spacing and Depth |
20 |
2.6.2 New Construction vs Retrofit |
21 |
2.7 Helical Bearing Capacity Design Overview |
22 |
2.7.1 Individual Bearing Method |
24 |
2.7.1.1 Critical Depth |
25 |
2.7.2 Cylindrical Shear Method |
26 |
2.7.3 Torque Correlation Method |
27 |
2.8 Helical Tiebacks |
29 |
2.8.1 Design Considerations |
30 |
2.9 Helical Soil Nails |
33 |
2.9.1 Construction Methodology |
34 |
2.9.2 Design Considerations |
35 |
2.9.2.1 Temporary and Permanent Wall Facing |
39 |
2.9.2.2 Limit States |
39 |
2.10 Load Tests |
40 |
2.11 Design Examples |
41 |
2.11.1 Helical Piles |
41 |
2.11.2 Helical Tiebacks |
44 |
2.12 Installation |
45 |
2.12.1 General Information |
45 |
2.12.1.1 Preparation |
45 |
2.12.1.2 Crowd |
46 |
2.12.1.3 Penetration Rate |
46 |
2.12.2 Equipment |
47 |
2.12.2.1 Drive Heads |
47 |
2.12.2.2 Installation Tooling |
49 |
2.12.2.3 Monitoring Torque |
50 |
2.12.3 Installation Guidelines |
52 |
2.12.3.1 New Construction |
52 |
2.12.3.2 Retrofit Helical Piers |
54 |
2.12.3.3 Helical Tiebacks |
57 |
Appendix 2A - Helical Product Ratings, Properties and Details |
59 |
Appendix 2B – Lift Assembly Specifications |
111 |
Appendix 2C – HelixPro® Helical Foundation Design Software for Professionals |
117 |
Appendix 2D – Pile Bucking Considerations |
123 |
Appendix 2E – Corrosion Considerations |
129 |
Appendix 2F – Model Specifications |
135 |
Helical Pile Foundations – Compression Applications |
137 |
Helical Anchor Foundations – Tension Applications |
153 |
Helical Soil Nails – Earth Retention Applications |
171 |
Appendix 2G – Guidelines and Recommendations |
187 |
Geotechnical Investigation Guidelines |
189 |
Preliminary Design Services |
195 |
Preliminary Design Request Form |
197 |
Load Test Policy |
199 |
Appendix 2H – Documentation |
203 |
ICC-ES Evaluation Report ESR-3074 |
205 |
Evaluation Report CCMC 13556-R |
215 |
References |
219 |
Chapter 3 – Hydraulically-Driven Push Piers |
221 |
3.1 History |
221 |
3.2 Summary Description |
223 |
3.2.1 Applications |
223 |
3.3 Push Pier System Components |
224 |
3.3.1 Bracket Assemblies |
224 |
3.3.1.1 Eccentric Loading |
224 |
3.3.1.2 External Sleeve |
225 |
3.3.2 Starter Tube |
226 |
3.3.2.1 Friction Reduction Collar |
227 |
3.3.3 Pier Tube |
227 |
3.3.3.1 Coupling |
227 |
3.4 Foundation and Slab Push Pier Bracket Assemblies |
228 |
3.5 Benefits |
229 |
3.6 Limitations |
229 |
3.7 Corrosion Protection |
230 |
3.8. Push Pier Installation Equipment |
230 |
3.8.1 Drive and Lift Cylinders |
231 |
3.8.2 Hydraulic Pumps |
231 |
3.8.2.1 FSI Gasoline Powered Hydraulic Pumps |
232 |
3.8.2.2 FSI Electric Powered Hydraulic Pumps |
232 |
3.8.3 Remote Valve Assembly |
233 |
3.8.4 Hoses and Fittings |
233 |
3.8.5 Drive Stands |
233 |
3.8.6 Lift Cylinder Assemblies |
233 |
3.9 Push Pier Capacity and Spacing |
234 |
3.9.1 Factor of Safety |
235 |
3.9.2 Bolting the Under-Footing Bracket to the Foundation |
235 |
3.10 Under-Footing Push Pier Installation |
236 |
3.11 PP288 Flush-Mount Push Pier Installation |
245 |
3.12 PP288 Slab Push Pier Installation |
245 |
3.13 Push Pier Load Testing |
251 |
Appendix 3A – Bracket Capacities and Specifications |
253 |
Appendix 3B – Drive Stand Specifications |
263 |
Appendix 3C – Lift Assembly Specifications |
271 |
Appendix 3D – Model Specification – Hydraulically-Driven Push Pier Systems |
277 |
Chapter 4 – Miscellaneous Structural Support Products |
291 |
4.1 Introduction |
291 |
4.2 Geo-Lock® Wall Anchor System |
291 |
4.2.1 Summary Description |
291 |
4.2.1.1 Advantages |
291 |
4.2.2 Design Theory |
292 |
4.2.3 Why It Works |
294 |
4.2.4 Installation Guidelines |
294 |
4.2.4.1 Spacing |
294 |
4.2.4.2 Torque Recommendations |
294 |
4.2.4.3 Depth and Location of Earth Anchor |
295 |
4.2.5 Installation Steps |
298 |
4.2.5.1 Solutions for Extreme Wall Problems |
299 |
4.2.5.2 Hide-A-Way® Wall Anchor Cover |
301 |
4.3 PowerBrace™ System |
302 |
4.3.1 Summary Description |
302 |
4.3.2 Installation Steps |
302 |
4.4 CarbonArmor® Wall Reinforcing System |
304 |
4.4.1 Summary Description |
304 |
4.4.1.1 Advantages |
305 |
4.4.2 Installation Steps |
305 |
4.4.2.1 ArmorLock™ System. |
306 |
4.4.2.2 Special Installation Considerations |
307 |
4.5 SmartJack® System |
308 |
4.5.1 Summary Description |
308 |
4.5.1.1 Advantages |
308 |
4.5.2 Installation Steps |
309 |
Appendix 4A – Geo-Lock® Wall Anchor System |
311 |
Technical Specifications |
313 |
Appendix 4B – PowerBrace™ System |
315 |
Technical Specifications and Spacing Guidelines |
317 |
Appendix 4C – CarbonArmor® Wall Reinforcing System |
319 |
Technical Specifications and Spacing Recommendations |
321 |
Appendix 4D – SmartJack® Systems |
323 |
Model 288 Technical Specifications and Design Guide |
325 |
Model 350 Technical Specifications and Design Guide |
329 |
Chapter 5 – PolyLEVEL® Polyurethane Foam and Resin |
333 |
5.1 Summary Descriptio |
333 |
5.2 Applications |
334 |
5.3 Benefits |
336 |
5.4 Product Use Considerations |
337 |
5.5 Products |
337 |
5.6 Equipment |
338 |
5.7 Installation Steps |
338 |
Appendix 5A – Technical Information |
341 |
PolyLEVEL® 100-SS |
343 |
PolyLEVEL® 250 |
345 |
PolyLEVEL® 400 |
347 |
PolyLEVEL® 400H |
349 |
PolyLEVEL® Trench-Breaker |
351 |
Appendix 5B – Model Specifications |
353 |
Polyurethane Void Filling or Soil Stabilization Applications |
355 |
Polyurethane Installation for Concrete Pavement/Slab Stabilization Applications |
359 |