| 000 | 05788cam a2200613Mu 4500 | ||
|---|---|---|---|
| 001 | 9781351047593 | ||
| 003 | FlBoTFG | ||
| 005 | 20220509193146.0 | ||
| 006 | m d | ||
| 007 | cr ||||||||||| | ||
| 008 | 180825s2018 xx o 000 0 eng d | ||
| 040 |
_aOCoLC-P _beng _cOCoLC-P |
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| 020 | _a9781351047586 | ||
| 020 | _a1351047582 | ||
| 020 | _a9781351047593 | ||
| 020 | _a1351047590 | ||
| 020 | _z9781138485938 (hbk.) | ||
| 020 | _a9781351047579 | ||
| 020 | _a1351047574 | ||
| 020 | _a9781351047609 | ||
| 020 | _a1351047604 | ||
| 024 | 8 |
_a10.1201/9781351047609 _2doi |
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| 035 | _a(OCoLC)1049913870 | ||
| 035 | _a(OCoLC-P)1049913870 | ||
| 050 | 4 | _aTA705 | |
| 082 | 0 | 4 | _a620.191042 |
| 100 | 1 | _aHossain, Sahadat. | |
| 245 | 1 | 0 |
_aSite Investigation Using Resistivity Imaging _h[electronic resource]. |
| 260 |
_aMilton : _bChapman and Hall/CRC, _c2018. |
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| 300 | _a1 online resource (244 p.) | ||
| 336 |
_atext _2rdacontent |
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| 337 |
_acomputer _2rdamedia |
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| 338 |
_aonline resource _2rdacarrier |
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| 500 | _aDescription based upon print version of record. | ||
| 505 | 0 | _aCover; Half Title; Dedication; Title; Copyright; Contents; Preface; About the authors; 1 Introduction; 1.1 General; 1.2 Current subsurface investigation methods; 1.2.1 Standard Penetration Test (SPT); 1.2.2 Cone Penetration Testing (CPT); 1.2.3 Pressuremeter Test (PMT); 1.2.4 Dilatometer Test (DMT); 1.2.5 Vane Shear Test (VST); 1.3 Limitations of the conventional methods; 1.4 Electrical resistivity imaging method for site investigations; 2 Background: electrical resistivity of geomaterials and measurement methods; 2.1 General principle of electrical conductivity and resistivity | |
| 505 | 8 | _a2.2 Electrical conduction in geomaterials2.3 Measurement of electrical resistivity; 2.3.1 Laboratory scale; 2.3.2 Field scale; 2.4 Electrical resistivity inversion modeling; 2.5 Electrical resistivity array methods; 2.5.1 Wenner array; 2.5.2 Dipole-dipole array; 2.5.3 Schlumberger array; 2.5.4 Pole-pole array; 2.5.5 Pole-dipole array; 2.6 Resistivity imaging method; 2.7 Advancement in RI technics: single channel vs multi-channel system; 2.8 Roll-along survey; 3 Geotechnical properties affecting electrical resistivity; 3.1 General | |
| 505 | 8 | _a3.2 Geotechnical properties affecting electrical resistivity of soils3.2.1 Moisture content; 3.2.2 Unit weight; 3.2.3 Degree of saturation; 3.2.4 Volumetric moisture content; 3.2.5 Compaction condition; 3.2.6 Pore water characteristics; 3.2.7 Ion composition and minerology; 3.2.8 Structure, packing, and hydraulic conductivity; 3.2.9 Cation Exchange Capacity (CEC) and Specific Surface Area (SSA); 3.2.10 Temperature; 3.2.11 Consolidation properties; 3.2.12 Void ratio; 3.2.13 Atterberg limits; 3.2.14 Dielectric permittivity of soil; 3.2.15 Organic content; 3.2.16 Geologic formation | |
| 505 | 8 | _a3.3 Sensitivity of electrical resistivity with geotechnical parameters4 Electrical mixing models: bridging the gap between geophysical and geotechnical engineering; 4.1 General; 4.2 Available electrical mixing models; 4.3 Applicability and limitations of the available models; 4.4 Practically applicable models (Kibria and Hossain, 2015 and 2016); 4.4.1 Compacted clay model (Kibria and Hossain, 2015); 4.4.2 Evaluation of compacted clay properties using Kibria and Hossain's (2015) model; 4.4.3 Undisturbed clay model (Kibria and Hossain, 2016) | |
| 505 | 8 | _a4.4.4 Evaluation of undisturbed clay properties using the Kibria and Hossain (2016) model4.4.5 Limitations of the Kibria and Hossain models (2015 and 2016); 4.4.6 Evaluation of corrosion potential (Kibria and Hossain, 2017); 5 Electrical resistivity of municipal solid waste (MSW); 5.1 General; 5.2 Effect of moisture content on electrical resistivity; 5.2.1 Fresh MSW samples; 5.2.2 Landfilled MSW samples; 5.2.3 Degraded MSW samples; 5.3 Effect of unit weight; 5.3.1 Fresh MSW samples; 5.3.2 Landfilled MSW samples; 5.3.3 Degraded MSW samples; 5.4 Effect of decomposition | |
| 500 | _a5.5 Effect of temperature | ||
| 520 | 3 | _aSubsurface investigation is the most important phase of any civil engineering construction or development activities. The geologic conditions can be extremely complex, variable, and subject to change with time; soil test borings and in-situ tests are employed to obtain subsoil information. Resistivity Imaging (RI) is a non-destructive, fast and cost-effective method of site investigation and soil characterization. Site Investigation using Resistivity Imaging aims to summarize pertinent details of RI in site investigation for geotechnical and geo-environmental applications. It aims to bridge the gap that currently exists between the geotechnical/geo-environmental and geophysical engineering community. The geotechnical and geo-environmental engineers will be able to interpret the geophysical data and utilize the information for their design. It will be a comprehensive handbook for the application of RI in geotechnical and geo-environmental site investigations. | |
| 588 | _aOCLC-licensed vendor bibliographic record. | ||
| 650 | 7 |
_aTECHNOLOGY & ENGINEERING / Construction / General. _2bisacsh |
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| 650 | 7 |
_aTECHNOLOGY & ENGINEERING / Civil / General. _2bisacsh |
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| 650 | 0 |
_aGeotechnical engineering _xTechnique. |
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| 650 | 0 |
_aEarth resistance (Geophysics) _xMeasurement. |
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| 650 | 0 |
_aSoils _xAnalysis _xTechnique. |
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| 650 | 0 | _aElectrical impedance tomography. | |
| 650 | 0 | _aEngineering geology. | |
| 700 | 1 | _aKhan, Sadik. | |
| 700 | 1 | _aKibria, Golam. | |
| 856 | 4 | 0 |
_3Taylor & Francis _uhttps://www.taylorfrancis.com/books/9781351047593 _zClick here to view. |
| 856 | 4 | 2 |
_3OCLC metadata license agreement _uhttp://www.oclc.org/content/dam/oclc/forms/terms/vbrl-201703.pdf |
| 938 |
_aTaylor & Francis _bTAFR _n9781351047609 |
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| 999 |
_c131099 _d131099 |
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