- tyler@shipplate.com
- +86 15603721115
The geotechnical investigation plan for HRSP-I steel sheet piles should be prepared by a geotechnical engineer familiar with the project and the sheet pile wall design. The investigation plan for hot-rolled steel sheet piles should be coordinated with an engineering geologist and/or a geologist familiar with the area's geology.
Specifications
Section | Dimensions | sectional | Mass | Moment of inertia | Modulus of Section | ||
Width | Height | Thickness | Per pile | ||||
B | H | t | |||||
mm | mm | mm | cm2/m | kg/m | cm4/m | cm3/m | |
HRSP-I-9.5 | 500 | 92 | 9.5 | 81.3 | 63.8 | 168 | 46 |
HRSP-I-11 | 500 | 92 | 11.0 | 90.0 | 70.6 | 186 | 49 |
HRSP-I-12 | 500 | 92 | 12.0 | 94.6 | 74.3 | 196 | 51 |
HRSP-I-12.5 | 500 | 92 | 12.5 | 97.2 | 76.3 | 201 | 51 |
HRSP-I-12.7 | 500 | 92 | 12.7 | 98.2 | 77.1 | 204 | 51 |
HRSP-I-13 | 500 | 92 | 13.0 | 101.0 | 79.3 | 214 | 54 |
