7/25/2019 Test Pile 2-1000mm-Bkt Siol Petra Jaya Kuching-ID

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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 )

Pile length = 23.7 m from Platform Level of RL 5.3 m

Pile toe at 23.7m depth

Legend:

denotes Glostrext anchored level (2 sets per level)

SI Borehole: BH8 denotes VW Glostrext Sensors (2 sets per level)

F-A

2

11

7

15

21

22

21

50

100

100

100

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

18.0

19.0

20.0

21.0

22.0

23.0

24.0

25.0

26.0

27.0

28.0

29.0

0 20 40 60 80 100

Depthbelowplatform

lev.

(m)

SPT value, N (blows/30cm)

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

bored pileGlobal Strain Gauge A1, A2, A3, A4

Global Strain Gauge B1, B2

Anchored Lev. A-0

Anchored Lev. A-1

RL 5.3 m

RL 5.7 m

4.0 m

8 0 m

12.0 m

0.0m

class B, 2" steel pipe with51mm to 54mm i.d.fully

accessible for housing VW extensometer and sensors

Anchored Lev. A-623.6 m

class B, 2" GI/steel pipe with51mm to 54mm i.d.

fully accessible for housing VW extensometer andsensors

Global Strain Gauge D1, D219.3 m

Bed rock level

Global Strain Gauge F1, F223.1 m

Anchored Lev. A-522.6 m

Global Strain Gauge E1, E221.6 m

Anchored Lev. A-420.6 m

Extensometer 3a, 3bAnchored Lev. A-318.0 m

Extensometer 4a, 4b

Extensometer 5a, 5b

Extensometer 6a, 6b

Extensometer 2a, 2bAnchored Lev. A-216.0 m

Global Strain Gauge C1, C217.0 m

Siltstone, RQD=0%

Mudstone, RQD=0%

Mudstone, RQD=0%

Mudstone, RQD=0%

Sandy SILT

COL RL -2.725m

Siltstone, RQD=0%

Siltstone, RQD=0%

Siltstone, RQD=0%

Siltstone, RQD=0%

Siltstone, RQD=0%