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Geotechnical engineering calculations and rules of thumb [[electronic resource] /] / Ruwan Rajapakse
| Geotechnical engineering calculations and rules of thumb [[electronic resource] /] / Ruwan Rajapakse |
| Autore | Rajapakse Ruwan |
| Pubbl/distr/stampa | Amsterdam ; ; Boston, : Elsevier/Butterworth-Heinemann, c2008 |
| Descrizione fisica | 1 online resource (529 p.) |
| Disciplina | 624.1/510151 |
| Soggetto topico |
Engineering geology - Mathematics
Soil mechanics - Mathematics |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-283-07422-2
9786613074225 0-08-055903-4 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Geotechnical Engineering Calculations and Rules of Thumb; Copyright; Table of Contents; Part 1: Geotechnical Engineering Fundamentals; Chapter 1. Site Investigation and Soil Conditions; 1.1 Introduction; 1.1.1 Cohesion; 1.1.2 Friction; 1.2 Origin of a Project; 1.3 Geotechnical Investigation Procedure; 1.4 Literature Survey; 1.4.1 Adjacent Property Owners; 1.4.2 Aerial Surveys; 1.5 Field Visit; 1.5.1 Hand Auguring; 1.5.2 Sloping Ground; 1.5.3 Nearby Structures; 1.5.4 Contaminated Soils; 1.5.5 Underground Utilities; 1.5.6 Overhead Power Lines; 1.5.7 Man-Made Fill Areas
1.5.8 Field Visit Checklist1.6 Subsurface Investigation Phase; 1.6.1 Soil Strata Identification; 1.7 Geotechnical Field Tests; 1.7.1 SPT(N) Value; 1.7.2 Pocket Penetrometer; 1.7.3 Vane Shear Test; 1.8 Correlation Between Friction Angle (f) and SPT (N) Value; 1.8.1 Hatakanda and Uchida Equation; 1.8.2 SPT (N) Value vs. Total Density; 1.9 SPT (N) Value Computation Based on Drill Rig Efficiency; 1.10 SPT-CPT Correlations; 1.11 Groundwater; 1.11.1 Dewatering; 1.11.2 Landfill Construction; 1.11.3 Seismic Analysis; 1.11.4 Monitoring Wells; 1.11.5 Aquifers with Artesian Pressure 1.12 Laboratory Testing1.12.1 Sieve Analysis; 1.12.2 Hydrometer; 1.12.3 Liquid Limit and Plastic Limit (Atterberg Limit); 1.12.4 Permeability Test; 1.12.5 Unconfined Undrained Compressive Strength Tests (UU Tests); 1.12.6 Tensile Failure; References; Chapter 2. Geotechnical Engineering Theoretical Concepts; 2.1 Vertical Effective Stress; 2.2 Lateral Earth Pressure; 2.3 Stress Increase Due to Footings; 2.4 Overconsolidation Ratio (OCR); 2.4.1 Overconsolidation Due to Glaciers; 2.4.2 Overconsolidation Due to Groundwater Lowering; 2.5 Soil Compaction; 2.5.1 Modified Proctor Test Procedure 2.5.2 Controlled Fill Applications2.6 Borrow Pit Computations; 2.6.1 Procedure; 2.6.2 Summary of Steps for Borrow Pit Problems; Part 2: Shallow Foundations; Chapter 3. Shallow Foundation Fundamentals; 3.1 Introduction; 3.2 Buildings; 3.2.1 Buildings with Basements; 3.3 Bridges; 3.4 Frost Depth; Chapter 4. Bearing Capacity: Rules of Thumb; 4.1 Introduction; 4.2 Bearing Capacity in Medium to Coarse Sands; 4.3 Bearing Capacity in Fine Sands; Chapter 5. Bearing Capacity Computation; 5.1 Terms Used in the Terzaghi Bearing Capacity Equation 5.2 Description of Terms in the Terzaghi Bearing Capacity Equation5.2.1 Cohesion Term; 5.2.2 Surcharge Term; 5.2.3 Density Term; 5.3 Discussion of the Terzaghi Bearing Capacity Equation; 5.3.1 Effect of Density; 5.3.2 Effect of Friction Angle f; 5.4 Bearing Capacity in Sandy Soil; 5.5 Bearing Capacity in Clay; 5.6 Bearing Capacity in Layered Soil; 5.7 Bearing Capacity when Groundwater Present; 5.8 Groundwater Below the Stress Triangle; 5.9 Groundwater Above the Bottom of Footing Level; 5.10 Groundwater at Bottom of Footing Level; 5.11 Shallow Foundations in Bridge Abutments Chapter 6. Elastic Settlement of Shallow Foundations |
| Record Nr. | UNINA-9910454445403321 |
Rajapakse Ruwan
|
||
| Amsterdam ; ; Boston, : Elsevier/Butterworth-Heinemann, c2008 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Geotechnical engineering calculations and rules of thumb [[electronic resource] /] / Ruwan Rajapakse
| Geotechnical engineering calculations and rules of thumb [[electronic resource] /] / Ruwan Rajapakse |
| Autore | Rajapakse Ruwan |
| Pubbl/distr/stampa | Amsterdam ; ; Boston, : Elsevier/Butterworth-Heinemann, c2008 |
| Descrizione fisica | 1 online resource (529 p.) |
| Disciplina | 624.1/510151 |
| Soggetto topico |
Engineering geology - Mathematics
Soil mechanics - Mathematics |
| ISBN |
1-283-07422-2
9786613074225 0-08-055903-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Geotechnical Engineering Calculations and Rules of Thumb; Copyright; Table of Contents; Part 1: Geotechnical Engineering Fundamentals; Chapter 1. Site Investigation and Soil Conditions; 1.1 Introduction; 1.1.1 Cohesion; 1.1.2 Friction; 1.2 Origin of a Project; 1.3 Geotechnical Investigation Procedure; 1.4 Literature Survey; 1.4.1 Adjacent Property Owners; 1.4.2 Aerial Surveys; 1.5 Field Visit; 1.5.1 Hand Auguring; 1.5.2 Sloping Ground; 1.5.3 Nearby Structures; 1.5.4 Contaminated Soils; 1.5.5 Underground Utilities; 1.5.6 Overhead Power Lines; 1.5.7 Man-Made Fill Areas
1.5.8 Field Visit Checklist1.6 Subsurface Investigation Phase; 1.6.1 Soil Strata Identification; 1.7 Geotechnical Field Tests; 1.7.1 SPT(N) Value; 1.7.2 Pocket Penetrometer; 1.7.3 Vane Shear Test; 1.8 Correlation Between Friction Angle (f) and SPT (N) Value; 1.8.1 Hatakanda and Uchida Equation; 1.8.2 SPT (N) Value vs. Total Density; 1.9 SPT (N) Value Computation Based on Drill Rig Efficiency; 1.10 SPT-CPT Correlations; 1.11 Groundwater; 1.11.1 Dewatering; 1.11.2 Landfill Construction; 1.11.3 Seismic Analysis; 1.11.4 Monitoring Wells; 1.11.5 Aquifers with Artesian Pressure 1.12 Laboratory Testing1.12.1 Sieve Analysis; 1.12.2 Hydrometer; 1.12.3 Liquid Limit and Plastic Limit (Atterberg Limit); 1.12.4 Permeability Test; 1.12.5 Unconfined Undrained Compressive Strength Tests (UU Tests); 1.12.6 Tensile Failure; References; Chapter 2. Geotechnical Engineering Theoretical Concepts; 2.1 Vertical Effective Stress; 2.2 Lateral Earth Pressure; 2.3 Stress Increase Due to Footings; 2.4 Overconsolidation Ratio (OCR); 2.4.1 Overconsolidation Due to Glaciers; 2.4.2 Overconsolidation Due to Groundwater Lowering; 2.5 Soil Compaction; 2.5.1 Modified Proctor Test Procedure 2.5.2 Controlled Fill Applications2.6 Borrow Pit Computations; 2.6.1 Procedure; 2.6.2 Summary of Steps for Borrow Pit Problems; Part 2: Shallow Foundations; Chapter 3. Shallow Foundation Fundamentals; 3.1 Introduction; 3.2 Buildings; 3.2.1 Buildings with Basements; 3.3 Bridges; 3.4 Frost Depth; Chapter 4. Bearing Capacity: Rules of Thumb; 4.1 Introduction; 4.2 Bearing Capacity in Medium to Coarse Sands; 4.3 Bearing Capacity in Fine Sands; Chapter 5. Bearing Capacity Computation; 5.1 Terms Used in the Terzaghi Bearing Capacity Equation 5.2 Description of Terms in the Terzaghi Bearing Capacity Equation5.2.1 Cohesion Term; 5.2.2 Surcharge Term; 5.2.3 Density Term; 5.3 Discussion of the Terzaghi Bearing Capacity Equation; 5.3.1 Effect of Density; 5.3.2 Effect of Friction Angle f; 5.4 Bearing Capacity in Sandy Soil; 5.5 Bearing Capacity in Clay; 5.6 Bearing Capacity in Layered Soil; 5.7 Bearing Capacity when Groundwater Present; 5.8 Groundwater Below the Stress Triangle; 5.9 Groundwater Above the Bottom of Footing Level; 5.10 Groundwater at Bottom of Footing Level; 5.11 Shallow Foundations in Bridge Abutments Chapter 6. Elastic Settlement of Shallow Foundations |
| Record Nr. | UNINA-9910782684203321 |
|
Rajapakse Ruwan
|
||
| Amsterdam ; ; Boston, : Elsevier/Butterworth-Heinemann, c2008 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Pile design and construction rules of thumb / / Ruwan Rajapakse
| Pile design and construction rules of thumb / / Ruwan Rajapakse |
| Autore | Rajapakse Ruwan |
| Edizione | [Second edition.] |
| Pubbl/distr/stampa | Burlington, Mass., : Elsevier/Butterworth-Heinemann, c2008 |
| Descrizione fisica | 1 online resource (455 p.) |
| Disciplina | 624.154 |
| Soggetto topico | Piling (Civil engineering) |
| ISBN |
1-281-27328-7
9786611273286 0-08-055916-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | pt. 1. Introduction to pile selection -- pt. 2. Design of pile foundations -- pt. 3. Design strategies -- pt. 4. Construction methods. |
| Record Nr. | UNINA-9911006634803321 |
|
Rajapakse Ruwan
|
||
| Burlington, Mass., : Elsevier/Butterworth-Heinemann, c2008 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||