GEOTECHNICAL GUIDELINES FOR DID WORKS
Material type: TextPublication details: KUALA LUMPUR: JABATAN PARIT DAN TALIAIR, 1987Description: VARIOUS PAGINSubject(s):Item type | Current library | Collection | Call number | Copy number | Status | Date due | Barcode | |
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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 |
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GEOT.SOIL 622.26 GEO Geotechnical risk in rock tunnels : selected papers from a course on geotechnical risk in rock tunnels, Aveiro, Portugal, 16-17 April 2004 / editors, Antonio Campos e Matos | GEOT.SOIL 624.1 SPE SPECIFICATION FOR GROUND INVESTIGATION | GEOT.SOIL 624.13.001 DID GEOTECHNICAL GUIDELINES FOR DID WORKS | GEOT.SOIL 624.13.001 DID GEOTECHNICAL GUIDELINES FOR DID WORKS | GEOT.SOIL 624.13.001 DID GEOTECHNICAL GUIDELINES FOR DID WORKS | GEOT.SOIL 624.13.001 DID GEOTECHNICAL GUIDELINES FOR DID WORKS | GEOT.SOIL 624.13 ANL THE SOIL AS A REACTOR: MODELLING PROCESSES IN THE SOIL |
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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