Chapter 6 New laboratory database of hydraulic conductivity measurements on fine-grained soils
Proposal review
| dc.contributor.author | Feng, Shuyin | |
| dc.contributor.author | Vardanega, Paul J. | |
| dc.date.accessioned | 2025-07-21T09:14:34Z | |
| dc.date.available | 2025-07-21T09:14:34Z | |
| dc.date.issued | 2025 | |
| dc.identifier.uri | https://library.oapen.org/handle/20.500.12657/104309 | |
| dc.description.abstract | Databases for Data-Centric Geotechnicsforms a definitive reference and guide to databases in geotechnical and rock engineering, to enhance decision-making in geotechnical practice using data-driven methods. This first volume pertains to site characterization. The opening chapter presents an in-depth analysis of site data attributes, including the establishment of a new taxonomy of site data under “4S” (site generalizations, spatial features, sampling characteristics, and smart data) to provide a novel agenda for data-driven site characterization. Type 3 machine learning methods (disruptive value) are possible as sensors become more pervasive and more intelligent. A comprehensive overview of site characterization information is also presented with a focus on its availability, coverage, value to decision making, and challenges. The remaining 13 chapters cover databases of soil and rock properties and the application of these databases to rock socket behavior, rock classification, settlement on soft marine clays, permeability of fine-grained soils, and liquefaction among others. The databases were compiled from studies undertaken in many countries including Austria, Australia, Brazil, Canada, China, France, Finland, Germany, India, Iran, Japan, Korea, Malaysia, Mexico, New Zealand, Norway, Singapore, Sweden, Thailand, the United Kingdom, and the United States. This volume on site characterization is a companion to the volume on geotechnical structures. Databases for Data-Centric Geotechnics represents the most diverse and comprehensive assembly of database research in a single publication (consisting of two volumes) to date. It follows from Model Uncertainties for Foundation Design, also published by CRC Press, and suits specialist geotechnical engineers, researchers and graduate students. | en_US |
| dc.language | English | en_US |
| dc.subject.classification | thema EDItEUR::U Computing and Information Technology::UY Computer science::UYA Mathematical theory of computation | en_US |
| dc.subject.classification | thema EDItEUR::U Computing and Information Technology::UD Digital Lifestyle and online world: consumer and user guides::UDH E-book readers, tablets and other portable devices: consumer / user guides | en_US |
| dc.subject.classification | thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TN Civil engineering, surveying and building | en_US |
| dc.subject.classification | thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TN Civil engineering, surveying and building::TNC Structural engineering::TNCC Soil and rock mechanics | en_US |
| dc.subject.other | geotechnical risk,ground investigation,georisk,artificial neural networks,numerical modelling in geotechnics,numerical modelling of soils,ISSMGE TC 304 CPT,machine learning,VSPDB,Shear-Wave Velocity,Next Generation Liquefaction,Soil Profile Database,Deep Foundation Load Test Database,DFLTD,micropile and helical pile load,Databases to Interrogate Geotechnical Observations | en_US |
| dc.title | Chapter 6 New laboratory database of hydraulic conductivity measurements on fine-grained soils | en_US |
| dc.type | chapter | |
| oapen.identifier.doi | 10.1201/9781003441946-6 | en_US |
| oapen.relation.isPublishedBy | 7b3c7b10-5b1e-40b3-860e-c6dd5197f0bb | en_US |
| oapen.relation.isPartOfBook | 4287bf5f-a980-4502-aae4-6d6f1fd4e50b | en_US |
| oapen.relation.isFundedBy | 4b0ecc8f-cee6-41c1-ab2e-269b26065188 | en_US |
| oapen.relation.isbn | 9781032578958 | en_US |
| oapen.relation.isbn | 9781032579887 | en_US |
| oapen.imprint | CRC Press | en_US |
| oapen.pages | 20 | en_US |
| peerreview.anonymity | Single-anonymised | |
| peerreview.id | bc80075c-96cc-4740-a9f3-a234bc2598f1 | |
| peerreview.open.review | No | |
| peerreview.publish.responsibility | Publisher | |
| peerreview.review.stage | Pre-publication | |
| peerreview.review.type | Proposal | |
| peerreview.reviewer.type | Internal editor | |
| peerreview.reviewer.type | External peer reviewer | |
| peerreview.title | Proposal review | |
| oapen.review.comments | Taylor & Francis open access titles are reviewed as a minimum at proposal stage by at least two external peer reviewers and an internal editor (additional reviews may be sought and additional content reviewed as required). |

