Stress tests of ODP Site 131-808 sediments


Autoria(s): Feeser, Volker; Moran, Kate; Brückmann, Warner
Cobertura

MEDIAN LATITUDE: 32.352097 * MEDIAN LONGITUDE: 134.944248 * SOUTH-BOUND LATITUDE: 32.351400 * WEST-BOUND LONGITUDE: 134.943600 * NORTH-BOUND LATITUDE: 32.352800 * EAST-BOUND LONGITUDE: 134.946000 * DATE/TIME START: 1990-04-04T00:00:00 * DATE/TIME END: 1990-05-31T05:10:00

Data(s)

28/06/1993

Resumo

Sediments undergoing accretion in trench-forearc systems are subjected to conditions of large lateral thrusting. This stress regime controls the mechanism of faulting as well as the yield and strength properties of the sediment. Understanding them is therefore crucial for the construction of quantitative models of sediment dynamics in convergent margin settings. For this purpose triaxial and oedometer tests were performed on six whole-round core samples recovered from Site 808 from depths between 173 and 705 mbsf. Samples from five depth intervals were subjected to a triaxial test program that was primarily designed to define yield and strength behavior. Test specimens were cut parallel and normal to the core axis. Additional five oedometer tests with similarly prepared specimens were performed on samples from four depth intervals to evaluate the directional state and degree of sediment compaction. Test results show that the degree of sediment compaction is higher than expected from overburden. This overcompaction increases with depth. A well-developed mechanical anisotropy is evident in all samples tested, regardless of their depth and lithology. Values of yield limit, stiffness, and shear strength are up to 40% higher in the horizontal direction compared to the vertical direction. In addition the test data demonstrate that the axis of the volumetric yield loci have rotated into extensional stress field. This verifies that the mechanical state of sediment in the accretionary wedge is controlled by in-situ stress conditions of extensional nature. The coefficients of lateral stress inferred suggest that the extensional stress regime becomes increasingly effective with depth.

Formato

application/zip, 3 datasets

Identificador

https://doi.pangaea.de/10.1594/PANGAEA.785258

doi:10.1594/PANGAEA.785258

Idioma(s)

en

Publicador

PANGAEA

Direitos

CC-BY: Creative Commons Attribution 3.0 Unported

Access constraints: unrestricted

Fonte

Supplement to: Feeser, Volker; Moran, Kate; Brückmann, Warner (1993): Stress-regime-controlled yield and strength behavior of sediment from the frontal part of the Nankai accretionary prism. In: Hill, IA; Taira, A; Firth, JV; et al. (eds.), Proceedings of the Ocean Drilling Program, Scientific Results, College Station, TX (Ocean Drilling Program), 131, 261-273, doi:10.2973/odp.proc.sr.131.123.1993

Palavras-Chave #-; [mm]; #1, originally given in 10**-3/min (calculation: *6/100), triaxial tests (CIU; #1, triaxial tests (CIU; #2, originally given in 10**-3/min (calculation: *6/100), triaxial tests (CIU; #2, triaxial tests (CIU; #3, originally given in 10**-3/min (calculation: *6/100), triaxial tests (CIU; <2 µm, >9 phi; 131-808; 131-808B; 131-808C; 131-808G; 20-6.3 µm mU; 6.3-2 µm fU; 63-20 µm gU; Atterberg limits test; Backpressure; calculated; Cc; COMPCORE; Composite Core; Compression index; Depth; DEPTH, sediment/rock; DRILL; Drilling/drill rig; Event; from M vs. vertical effective stress; Index; Joides Resolution; Label; Label 2; Leg131; Liq limit; Liquid limit; lithological; Lithologic unit/sequence; maximum loading [MPa], Oedometer tests; mbsf; Median; Median, grain size; NC-state; Ocean Drilling Program; ODP; ODP sample designation; orientation, triaxial tests (CIUC); Overb press; Overburden pressure; over-loading ratio (OLR); Pc; Philippine Sea; physical properties; Plastic limit; Preconsolidation pressure; Q25; Q75; Quality; Quality code; Quartile 25; Quartile 75; Ratio; Samp com; Sample code/label; Sample code/label 2; Sample comment; Sand; SigmaV ef; Size fraction < 0.002 mm, > 9 phi, clay; Size fraction 0.0063-0.002 mm, fine silt; Size fraction 0.020-0.0063 mm, middle silt; Size fraction 0.063-0.020 mm, coarse silt; Strain r; Strain rate; sweilling, OC-state; triaxial tests (CIU; Unit; Vertical effective stress; yield point , from M vs. vertical effective stress
Tipo

Dataset