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02 Sections

draw

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0% found this document useful (0 votes)
14 views1 page

02 Sections

draw

Uploaded by

Nnamani aj
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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Q R S T U V

600 x 1200 RC
Capping Beam
16,950
NGL 300

200
600
38 39 40 41 42 43

1,200

200
50
ESC Marine
1,550

Hardcore on well-

600

600
1,200
compacted Earth Cone Fenders
HWL RC SheetPile Wall

1,300
(Terminates at 29m depth) NGL 600

200
±0.000
4,500 4,000 4,000 2,500 1,500

1,200
LWL 0 NGL

50
1,400
1,550

600

600

1,200
800 Hardcore on well-
800 compacted Earth
HWL

3,800
4,000 4,000 4,000 2,400 1,500
1,200
LWL

Dredge Level

800
800
Dredge Level
17,950

800

Peat (Undrained)
800

17,950
Peat (Undrained)

29,000
800
800

800
800

29,000
35,000

35,000
Soft to Firm grey
sandy silty clay
6,000

(undrained)

Soft to Firm grey

6,000
sandy silty clay
(undrained)
Firm to stiff
brownish grey
2,250

organic silty clay


(undrained)

Firm to stiff

2,250
Medium dense brownish grey
yellowish grey silty organic silty clay
4,500

sand (undrained)

Medium dense

4,500
yellowish grey silty
Medium dense sand
sand
4,150

Medium dense
sand

4,150
-36.400
-1 Pile Toe Level
Q R S T U V

38 39 40 41 42 43

S-01 Section 01 1:200 S-02 Section 02 1:200

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