|
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 |
HRSP-I sheet pile the geotechnical investigation program should be laid out by a geotechnical engineer familiar with the project and the design of sheet pile walls. Hot rolled steel sheet pile the exploration program should be coordinated with an engineering geologist and/or geologist familiar with the geology of the area.
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