Dataset for Quantifying CPT cone factors in clays derived from weathered mudstone

1162 53 17445 3 63440 document 17445 Data_KB_YATG_CHAM_CPT_SU.csv application/csv cba6cf383e5671a0f03fefab0361f58a MD5 2615 2023-10-09 08:44:19 https://researchdata.bath.ac.uk/1162/4/Data_KB_YATG_CHAM_CPT_SU.csv 1162 4 4 application/csv other en public cc_by

Data_KB_YATG_CHAM_CPT_SU.csv

code 17456 3 63616 document 17456 READ ME.txt text/plain 90860fb68c7a899068005985fa4ec109 MD5 461 2023-10-12 08:59:55 https://researchdata.bath.ac.uk/1162/5/READ%20ME.txt 1162 5 5 text/plain other en public cc_by

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documentation 17457 1 63621 document 17457 indexcodes.txt text/plain 63dcfd5cde59d01d5e23c09dc230e3c8 MD5 350 2023-10-12 09:10:24 https://researchdata.bath.ac.uk/1162/6/indexcodes.txt 1162 6 6 text/plain other Generate index codes conversion from other to indexcodes en public

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http://eprints.org/relation/isVersionOf https://researchdata.bath.ac.uk/id/document/17456 http://eprints.org/relation/isVolatileVersionOf https://researchdata.bath.ac.uk/id/document/17456 http://eprints.org/relation/isIndexCodesVersionOf https://researchdata.bath.ac.uk/id/document/17456 archive 4020 disk0/00/00/11/62 2023-10-12 10:43:53 2024-07-18 08:51:16 2023-10-12 10:43:53 data_collection show Briggs Kevin k.m.briggs@bath.ac.uk 0000-0003-1738-9692 University of Bath TRUE Trinidad González Yuderka yatg20@bath.ac.uk 0000-0003-3715-9712 University of Bath FALSE Dataset for Quantifying CPT cone factors in clays derived from weathered mudstone CP0060 dept_civ_eng Mudstone, Lias Group, Cone penetration test, Undrained shear strength, Cone factors The table is presented as a plain text CSV file. The first row contains headers, some of which are defined in the AGS4 Data Format; the second row identifies the units used. This dataset contains data from a ground investigation in weathered, stiff, fissured clays of the Lias Group. In the paper, "Quantifying CPT cone factors in clays derived from weathered mudstone", these data are used to evaluate the performance of cone penetration test (CPT) profiles for predicting the undrained shear strength of these clays. The dataset consists of a table including 94 pairs of corrected CPT cone factors (N_{kt,UU}), derived from a one-to-one comparison of 94 pairs of triaxial shear strength data from unconsolidated, undrained triaxial tests and CPT cone tip resistance data from equivalent depths. 2023-10-03 University of Bath public RightsHolder University of Bath RightsHolder HS2 Ltd Royal Academy of Engineering https://doi.org/10.13039/501100000287 RCSRF1920\10\65 RAEng Senior Research Fellowship in High Speed Rail Engineering and Physical Sciences Research Council https://doi.org/10.13039/501100000266 EP/R034575/1 Assessment, Costing and enhancement of long life, Long Linear assets cent_igwe This data was collected as part of a commercial ground investigation by multiple contractors in Oxfordshire, UK. The data was provided by HS2 Ltd in the AGS4 Data Format. Full details of the methodology may be found in the "Materials and method" section of the associated paper. https://doi.org/10.1144/qjegh2023-014 Oxfordshire, UK en 1 10.15125/BATH-01162 https://doi.org/10.1144/qjegh2023-014 pub open