logging in or signing up importance of geotechnical investigation for foundation design rizwankhurram Download Post to : URL : Related Presentations : Share Add to Flag Embed Email Send to Blogs and Networks Add to Channel Uploaded from authorPOINT lite Insert YouTube videos in PowerPont slides with aS Desktop Copy embed code: (To copy code, click on the text box) Embed: URL: Thumbnail: WordPress Embed Customize Embed The presentation is successfully added In Your Favorites. Views: 636 Category: Education License: All Rights Reserved Like it (2) Dislike it (0) Added: September 09, 2010 This Presentation is Public Favorites: 0 Presentation Description importance of geotechnical investigation for foundation design| Comments Posting comment... By: kironshahid (9 month(s) ago) dear brother i want to have the ppt documents...plz try ur best.... Engr. Kiron Saving..... Post Reply Close Saving..... Edit Comment Close Premium member Presentation Transcript IMPORTANCE OF GEOTECHNICAL INVESTIGATIONS FOR FOUNDATION DESIGN : IMPORTANCE OF GEOTECHNICAL INVESTIGATIONS FOR FOUNDATION DESIGN PRESENTER: SHAHZADA FAIZ RASOOL 2007-MS-GEO-23 CONTENTS : CONTENTS WHAT IS FOUNDATION DESIGN? FOUNDATION DESIGN METHODOLOGIES FOUNDATION DESIGN PARAMETERS GEOTECHNICAL INVESTIGATIONS CONCLUSIONS GEOTECHNICAL INVESTIGATIONS VsFOUNDATION DESIGN : GEOTECHNICAL INVESTIGATIONS VsFOUNDATION DESIGN WHAT IS FOUNDATION DESIGN? : WHAT IS FOUNDATION DESIGN? In the perspective of the geotechnical engineering the foundation design comprises of evaluation of the following; The parameters of soils which influence the foundation design. The foundation depth. The foundation dimensions; and The bearing pressure of soils to ensure the safety of the foundations against shear failure and excessive settlement. Construction aspects of the foundations. FOUNDATION DESIGN METHODOLOGIES : FOUNDATION DESIGN METHODOLOGIES Foundations design is based on; Shear Failure Criteria; and Settlement Criteria Various researchers have developed a variety of methods to evaluate the foundation bearing pressure against the above criterions; like SHALLOW FOUNDATIONS : SHALLOW FOUNDATIONS Slide 8: Terzaghi’s Bearing Capacity Equation: FOUNDATION DESIGN METHODOLOGIES FOUNDATION DESIGN METHODOLOGIES : FOUNDATION DESIGN METHODOLOGIES Temoshenko And Goodier’s Equation For Immediate Settlement Evaluation: FOUNDATION DESIGN METHODOLOGIES : FOUNDATION DESIGN METHODOLOGIES Equation For Evaluation of Consolidation Settlements: FOUNDATION DESIGN METHODOLOGIES : FOUNDATION DESIGN METHODOLOGIES FOUNDATION DESIGN METHODOLOGIES : FOUNDATION DESIGN METHODOLOGIES FOUNDATION DESIGN METHODOLOGIES : FOUNDATION DESIGN METHODOLOGIES FOUNDATION DESIGN METHODOLOGIES : FOUNDATION DESIGN METHODOLOGIES DEEP FOUNDATIONS FOUNDATION DESIGN METHODOLOGIES : FOUNDATION DESIGN METHODOLOGIES TOMLINSON METHOD Slide 16: Where FOUNDATION DESIGN METHODOLOGIES FOUNDATION DESIGN METHODOLOGIES : FOUNDATION DESIGN METHODOLOGIES FOUNDATION DESIGN METHODOLOGIES : FOUNDATION DESIGN METHODOLOGIES FOUNDATION DESIGN METHODOLOGIES : FOUNDATION DESIGN METHODOLOGIES FOUNDATION DESIGN METHODOLOGIES : FOUNDATION DESIGN METHODOLOGIES FOUNDATION DESIGN PARAMETERS : FOUNDATION DESIGN PARAMETERS Standard Penetration Resistance “N-value” Bulk Density of Soils “γ” Undrained Compressive Strength “CU” Angle of Internal Friction “φ” Compression Index “Cc” Initial Void Ratio “eo” Modulus of Elasticity “E” Poison’s Ratio “μ” GEOTECHNICAL INVESTIGATIONS : GEOTECHNICAL INVESTIGATIONS Geotechnical investigation is accomplished by ; Field Investigation/ In situ Testing. Laboratory Testing. GEOTECHNICAL INVESTIGATIONS : GEOTECHNICAL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS : GEOTECHNICAL INVESTIGATIONS Field Investigation/ In situ Testing. Most common types of in-situ testing that is generally carried out, Standard Penetration Test (SPT). Cone Penetration Test (CPT). Excavation Of Test Pits Standard Penetration Test (SPT) : Standard Penetration Test (SPT) Standard Penetration Test (SPT) : Standard Penetration Test (SPT) Standard Penetration Test (SPT) : Standard Penetration Test (SPT) Hand Auger/Light percussion Drilling Standard Penetration Test (SPT) : Standard Penetration Test (SPT) Straight Rotary Drilling Rig Cone Penetration Testing (ASTM D 5778) : Cone Penetration Testing (ASTM D 5778) Cone Penetration Testing (ASTM D 5778) : Cone Penetration Testing (ASTM D 5778) EXCAVATION OF TEST PITS : EXCAVATION OF TEST PITS EXCAVATION OF TEST PITS : EXCAVATION OF TEST PITS GEOPHYSICAL INVESTIGATIONS : GEOPHYSICAL INVESTIGATIONS Stratification of Subsurface Materials Profile Top of Bedrock Depth to Groundwater Limits of Types of Soil Deposits Rippability of Hard Soil and Rock Locate Voids, Buried Utilities, Substructures Shear Velocity and Modulus Properties GEOPHYSICAL INVESTIGATIONS : GEOPHYSICAL INVESTIGATIONS GEOPHYSICAL INVESTIGATIONS : GEOPHYSICAL INVESTIGATIONS GEOPHYSICAL INVESTIGATIONS : GEOPHYSICAL INVESTIGATIONS GEOPHYSICAL INVESTIGATIONS : GEOPHYSICAL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS : GEOTECHNICAL INVESTIGATIONS LABORATORY TESTING. Following tests are generally carried out on disturbed or undisturbed samples obtained as a result of field investigation, GEOTECHNICAL INVESTIGATIONS : GEOTECHNICAL INVESTIGATIONS 1.Sieve Analysis, Hydrometer Analysis & Atterberg Limits GEOTECHNICAL INVESTIGATIONS : GEOTECHNICAL INVESTIGATIONS Unconfined Compression Test It is usually performed on undisturbed soil sample(UDS). It gives unconfined compressive strength(qu) undrained shear strength CU =qu/2 GEOTECHNICAL INVESTIGATIONS : GEOTECHNICAL INVESTIGATIONS Direct Shear Test It is usually performed on granular materials. It gives shear strength parameters (c & Ф). GEOTECHNICAL INVESTIGATIONS : GEOTECHNICAL INVESTIGATIONS Consolidation and Swell Test It gives the parameters used in consolidation settlement Analysis like Compression index ( CC ) Recompression index ( Cr ) Void ratio (e0) Co-efficient of volume change ( mv) GEOTECHNICAL INVESTIGATIONS : GEOTECHNICAL INVESTIGATIONS Test for determination of Chemical Contents etc In this test usually sulphate , chloride & organic contents are Determined. CONCLUSION : CONCLUSION Evaluation of precise soil parameters have strong effect on foundation design of the structures. Selection of an appropriate design method on the basis of investigated parameters. Shallow investigation “Testpit” gives necessary information about the top soil/overburden like “Indication of weak and low strength strata for improvement”. Justified soil parameters for design can only be provided by well planned geotechnical investigation. Briefly we can say at the expense of little cost (Generally 0.1 to 0.5 % of the project cost) and time in the form well planned geotechnical investigation at the beginning of a project can result in an economical and efficient design . THANK YOU : THANK YOU You do not have the permission to view this presentation. In order to view it, please contact the author of the presentation.
importance of geotechnical investigation for foundation design rizwankhurram Download Post to : URL : Related Presentations : Share Add to Flag Embed Email Send to Blogs and Networks Add to Channel Uploaded from authorPOINT lite Insert YouTube videos in PowerPont slides with aS Desktop Copy embed code: (To copy code, click on the text box) Embed: URL: Thumbnail: WordPress Embed Customize Embed The presentation is successfully added In Your Favorites. Views: 636 Category: Education License: All Rights Reserved Like it (2) Dislike it (0) Added: September 09, 2010 This Presentation is Public Favorites: 0 Presentation Description importance of geotechnical investigation for foundation design| Comments Posting comment... By: kironshahid (9 month(s) ago) dear brother i want to have the ppt documents...plz try ur best.... Engr. Kiron Saving..... Post Reply Close Saving..... Edit Comment Close Premium member Presentation Transcript IMPORTANCE OF GEOTECHNICAL INVESTIGATIONS FOR FOUNDATION DESIGN : IMPORTANCE OF GEOTECHNICAL INVESTIGATIONS FOR FOUNDATION DESIGN PRESENTER: SHAHZADA FAIZ RASOOL 2007-MS-GEO-23 CONTENTS : CONTENTS WHAT IS FOUNDATION DESIGN? FOUNDATION DESIGN METHODOLOGIES FOUNDATION DESIGN PARAMETERS GEOTECHNICAL INVESTIGATIONS CONCLUSIONS GEOTECHNICAL INVESTIGATIONS VsFOUNDATION DESIGN : GEOTECHNICAL INVESTIGATIONS VsFOUNDATION DESIGN WHAT IS FOUNDATION DESIGN? : WHAT IS FOUNDATION DESIGN? In the perspective of the geotechnical engineering the foundation design comprises of evaluation of the following; The parameters of soils which influence the foundation design. The foundation depth. The foundation dimensions; and The bearing pressure of soils to ensure the safety of the foundations against shear failure and excessive settlement. Construction aspects of the foundations. FOUNDATION DESIGN METHODOLOGIES : FOUNDATION DESIGN METHODOLOGIES Foundations design is based on; Shear Failure Criteria; and Settlement Criteria Various researchers have developed a variety of methods to evaluate the foundation bearing pressure against the above criterions; like SHALLOW FOUNDATIONS : SHALLOW FOUNDATIONS Slide 8: Terzaghi’s Bearing Capacity Equation: FOUNDATION DESIGN METHODOLOGIES FOUNDATION DESIGN METHODOLOGIES : FOUNDATION DESIGN METHODOLOGIES Temoshenko And Goodier’s Equation For Immediate Settlement Evaluation: FOUNDATION DESIGN METHODOLOGIES : FOUNDATION DESIGN METHODOLOGIES Equation For Evaluation of Consolidation Settlements: FOUNDATION DESIGN METHODOLOGIES : FOUNDATION DESIGN METHODOLOGIES FOUNDATION DESIGN METHODOLOGIES : FOUNDATION DESIGN METHODOLOGIES FOUNDATION DESIGN METHODOLOGIES : FOUNDATION DESIGN METHODOLOGIES FOUNDATION DESIGN METHODOLOGIES : FOUNDATION DESIGN METHODOLOGIES DEEP FOUNDATIONS FOUNDATION DESIGN METHODOLOGIES : FOUNDATION DESIGN METHODOLOGIES TOMLINSON METHOD Slide 16: Where FOUNDATION DESIGN METHODOLOGIES FOUNDATION DESIGN METHODOLOGIES : FOUNDATION DESIGN METHODOLOGIES FOUNDATION DESIGN METHODOLOGIES : FOUNDATION DESIGN METHODOLOGIES FOUNDATION DESIGN METHODOLOGIES : FOUNDATION DESIGN METHODOLOGIES FOUNDATION DESIGN METHODOLOGIES : FOUNDATION DESIGN METHODOLOGIES FOUNDATION DESIGN PARAMETERS : FOUNDATION DESIGN PARAMETERS Standard Penetration Resistance “N-value” Bulk Density of Soils “γ” Undrained Compressive Strength “CU” Angle of Internal Friction “φ” Compression Index “Cc” Initial Void Ratio “eo” Modulus of Elasticity “E” Poison’s Ratio “μ” GEOTECHNICAL INVESTIGATIONS : GEOTECHNICAL INVESTIGATIONS Geotechnical investigation is accomplished by ; Field Investigation/ In situ Testing. Laboratory Testing. GEOTECHNICAL INVESTIGATIONS : GEOTECHNICAL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS : GEOTECHNICAL INVESTIGATIONS Field Investigation/ In situ Testing. Most common types of in-situ testing that is generally carried out, Standard Penetration Test (SPT). Cone Penetration Test (CPT). Excavation Of Test Pits Standard Penetration Test (SPT) : Standard Penetration Test (SPT) Standard Penetration Test (SPT) : Standard Penetration Test (SPT) Standard Penetration Test (SPT) : Standard Penetration Test (SPT) Hand Auger/Light percussion Drilling Standard Penetration Test (SPT) : Standard Penetration Test (SPT) Straight Rotary Drilling Rig Cone Penetration Testing (ASTM D 5778) : Cone Penetration Testing (ASTM D 5778) Cone Penetration Testing (ASTM D 5778) : Cone Penetration Testing (ASTM D 5778) EXCAVATION OF TEST PITS : EXCAVATION OF TEST PITS EXCAVATION OF TEST PITS : EXCAVATION OF TEST PITS GEOPHYSICAL INVESTIGATIONS : GEOPHYSICAL INVESTIGATIONS Stratification of Subsurface Materials Profile Top of Bedrock Depth to Groundwater Limits of Types of Soil Deposits Rippability of Hard Soil and Rock Locate Voids, Buried Utilities, Substructures Shear Velocity and Modulus Properties GEOPHYSICAL INVESTIGATIONS : GEOPHYSICAL INVESTIGATIONS GEOPHYSICAL INVESTIGATIONS : GEOPHYSICAL INVESTIGATIONS GEOPHYSICAL INVESTIGATIONS : GEOPHYSICAL INVESTIGATIONS GEOPHYSICAL INVESTIGATIONS : GEOPHYSICAL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS : GEOTECHNICAL INVESTIGATIONS LABORATORY TESTING. Following tests are generally carried out on disturbed or undisturbed samples obtained as a result of field investigation, GEOTECHNICAL INVESTIGATIONS : GEOTECHNICAL INVESTIGATIONS 1.Sieve Analysis, Hydrometer Analysis & Atterberg Limits GEOTECHNICAL INVESTIGATIONS : GEOTECHNICAL INVESTIGATIONS Unconfined Compression Test It is usually performed on undisturbed soil sample(UDS). It gives unconfined compressive strength(qu) undrained shear strength CU =qu/2 GEOTECHNICAL INVESTIGATIONS : GEOTECHNICAL INVESTIGATIONS Direct Shear Test It is usually performed on granular materials. It gives shear strength parameters (c & Ф). GEOTECHNICAL INVESTIGATIONS : GEOTECHNICAL INVESTIGATIONS Consolidation and Swell Test It gives the parameters used in consolidation settlement Analysis like Compression index ( CC ) Recompression index ( Cr ) Void ratio (e0) Co-efficient of volume change ( mv) GEOTECHNICAL INVESTIGATIONS : GEOTECHNICAL INVESTIGATIONS Test for determination of Chemical Contents etc In this test usually sulphate , chloride & organic contents are Determined. CONCLUSION : CONCLUSION Evaluation of precise soil parameters have strong effect on foundation design of the structures. Selection of an appropriate design method on the basis of investigated parameters. Shallow investigation “Testpit” gives necessary information about the top soil/overburden like “Indication of weak and low strength strata for improvement”. Justified soil parameters for design can only be provided by well planned geotechnical investigation. Briefly we can say at the expense of little cost (Generally 0.1 to 0.5 % of the project cost) and time in the form well planned geotechnical investigation at the beginning of a project can result in an economical and efficient design . THANK YOU : THANK YOU