GEOTECHNICAL GUIDELINES FOR DID WORKS

By: Material type: TextTextPublication details: KUALA LUMPUR: JABATAN PARIT DAN TALIAIR, 1987Description: VARIOUS PAGINSubject(s):
Contents:
1. Introduction. 2. Determination of the type of Geotechnical analysis and parameters required. 2.1 Scope of work in D.I.D. 2.2 Parameters for design. 2.3 Total stress Vs effective stress strength parameters. 3. Planning of Geotechnical investigation program to obtain design parameters. 3.1 Objectives of a site investigation. 3.2 Cost and supervision. 3.3 Number and layout of borings. 3.4 Depth of borings. 3.5 Selection of laboratory and In-Situ test. 3.6 Requesting a soil investigation.4. Guidelines to interest soil investigation results. 4.1 Soil profile. 4.2 Plots of soil parameters. 4.3 Interpretation of soil parameters. 5. Design analysis. 5.1 Bearing capacity. 5.2 Settlement. 5.3 Slope stability. 5.4 Seepage. 5.5 Retaining walls and sheet piles. 5.6 Soils and geotextiles filters.
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Holdings
Item type Current library Collection Call number Copy number Status Date due Barcode
Monograf JPS HQ Library Main Library General Collections GEOT.SOIL 624.13.001 DID (Browse shelf(Opens below)) 1 Available 1000000292
Monograf JPS HQ Library Main Library General Collections GEOT.SOIL 624.13.001 DID (Browse shelf(Opens below)) 1 Available 1000000572
Monograf JPS HQ Library Main Library General Collections GEOT.SOIL 624.13.001 DID (Browse shelf(Opens below)) 1 Available 1000000573
Monograf JPS HQ Library Main Library General Collections GEOT.SOIL 624.13.001 DID (Browse shelf(Opens below)) 1 Available 1000007239

1. Introduction. 2. Determination of the type of Geotechnical analysis and parameters required. 2.1 Scope of work in D.I.D. 2.2 Parameters for design. 2.3 Total stress Vs effective stress strength parameters. 3. Planning of Geotechnical investigation program to obtain design parameters. 3.1 Objectives of a site investigation. 3.2 Cost and supervision. 3.3 Number and layout of borings. 3.4 Depth of borings. 3.5 Selection of laboratory and In-Situ test. 3.6 Requesting a soil investigation.4. Guidelines to interest soil investigation results. 4.1 Soil profile. 4.2 Plots of soil parameters. 4.3 Interpretation of soil parameters. 5. Design analysis. 5.1 Bearing capacity. 5.2 Settlement. 5.3 Slope stability. 5.4 Seepage. 5.5 Retaining walls and sheet piles. 5.6 Soils and geotextiles filters.

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