TNAG-0273-FCO40-309-Scheme-for-development-of-container-terminal-at-Hong-Kong-1970 — Page 74

(FEET)

PENETRATION

PILE

10

TEST

50

APPENDIX 2

RESULTS

RESISTANCE (TONS)

PILING

BEARING

100

150

TP4

20

TP5

30

40

50

60

70

80

90

ΤΡΙ

TP3

200

250

300

TP2

50

100

150

200

250

300

NOTES:-

1.

TYPE OF TEST PILE: STEEL BOX PILE FORMED BY 2-FSPI STEEL SHEET piles (appROX. 12 IN. × 15 IN. SECTION) WELDED TOGETHER ALONG THE

CLUTCHES & FITTED WITH POINTED STEEL SHOE.

2. BEARING Resistance CALCULATED IN ACCORDANCE WITH

C.E.C.P.4 (1954): FOUNDATIONS.

SEE DRAWING 8 FOR TEST PILE LOCATIONS.

4. SEA BED LEVEL IN FEET REFERRED TO CHART DATUM (C.D.):

3.

TPI

-30.83 C.D.

TP2

-27.00 C.D.

TP3

-29.17 C.D.

TP4

-18.67 C.D.

TP5

-28.83 C.D.