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SITE INVESTIGATION PREPARED BY SARINA
[object Object],[object Object]
OBJECTIVE  OF SI ,[object Object],[object Object],[object Object],[object Object],[object Object],The British Standard  Code of Practice BS 5930:1991  gives a list of the objects of site investigation as follows:
[object Object],[object Object]
STAGE OF SI ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Projek Jarak 9m) Kedalaman  Bangunan satu tingkat 10 - 30 6 -9 m dari dasar asas Bangunan ‘Multi Storey’ 15- 30 2 kali lebar struktur Lebuh raya 250 - 500 Minimum 1- 1.5m di bawah subdred Empangan tanah 40 -80 Minimum 12- 15 m atau 3 m dalam batuan keras PROJECT DISTANCE (m) DEPTH Sigle storey 10 - 30 6 -9 m from foundation base ‘ Multi Storey’ 15- 30 2 X Structure width Highway 250 - 500 Minimum 1- 1.5m below subgred Soil dam 40 -80 Minimum 12- 15 m atau 3 m  in hard rock
[object Object]
[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object]
 
PENSAMPELAN ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object]
[object Object]

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site investigation

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  • 9. Projek Jarak 9m) Kedalaman Bangunan satu tingkat 10 - 30 6 -9 m dari dasar asas Bangunan ‘Multi Storey’ 15- 30 2 kali lebar struktur Lebuh raya 250 - 500 Minimum 1- 1.5m di bawah subdred Empangan tanah 40 -80 Minimum 12- 15 m atau 3 m dalam batuan keras PROJECT DISTANCE (m) DEPTH Sigle storey 10 - 30 6 -9 m from foundation base ‘ Multi Storey’ 15- 30 2 X Structure width Highway 250 - 500 Minimum 1- 1.5m below subgred Soil dam 40 -80 Minimum 12- 15 m atau 3 m in hard rock
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