Test Pile 2-1000mm-Bkt Siol Petra Jaya Kuching-ID

PROJECT :

Proposed 18-Sty & 2 basement Commercial, Carpark and Office Building on Lot 4563,4564,4565&4580, Block 18, Bukit Siol, Petra Jaya, Kuching.

Figure A: Instrumentation levels for Compression Test Pile TP2(1000mm Ø) Pile length = 23.7 m from Platform Level of RL 5.3 m

SPT value, N (blows/30cm)

RL 5.7 m 0

20

40

60

80

100

0.0

0.0m

Anchored Lev. A-0

RL 5.3 m

1.0

2 2.0

11

3.0

4.0 m

4.0

Global Strain Gauge A1, A2, A3, A4

7

6.0

bored pile class B, 2" steel pipe with 51mm to 54mm i.d. fully accessible for housing VW extensometer and sensors

5.0

15

7.0

21

Sandy SILT

8.0

9.0

Extensometer 1a, 1b , 1c, 1d

80m

Anchored Lev. A-1

12.0 m

Global Strain Gauge B1, B2

COL RL -2.725m

22

10.0

21

Depth below platform lev. (m)

11.0

50

12.0

13.0

100 14.0

100

15.0

16.0

16.0 m

Anchored Lev. A-2

17.0 m

Global Strain Gauge C1, C2

18.0 m

Anchored Lev. A-3

19.3 m

Global Strain Gauge D1, D2

Extensometer 2a, 2b

100 17.0

Bed rock level

Siltstone, RQD=0% 18.0

19.0

Extensometer 3a, 3b

Siltstone, RQD=0%

20.0

Siltstone, RQD=0%

20.6 m

Anchored Lev. A-4

Extensometer 4a, 4b

21.0

22.0

Siltstone, RQD=0%

23.0

Siltstone, RQD=0%

21.6 m

Global Strain Gauge E1, E2

22.6 m

Anchored Lev. A-5

23.1 m

Global Strain Gauge F1, F2

23.6 m

Anchored Lev. A-6

Extensometer 5a, 5b Extensometer 6a, 6b

24.0

Pile toe at 23.7m depth 25.0

Siltstone, RQD=0%

26.0

Mudstone, RQD=0%

class B, 2" GI/steel pipe with 51mm to 54mm i.d. fully accessible for housing VW extensometer and sensors

27.0

28.0

29.0

Mudstone, RQD=0% Mudstone, RQD=0%

SI Borehole: BH8

Legend: denotes Glostrext anchored level (2 sets per level) denotes VW Glostrext Sensors (2 sets per level)

F-A