TY - RPRT
T1 - Fractures and Rock Mechanics, Phase 1
T2 - EFP-96: Summary Report
AU - Havmøller, Ole
AU - Krogsbøll, Anette
PY - 1997
Y1 - 1997
N2 - The main objectives of the project are to combine geological
description of fractures, chalk types and rock mechanical
properties, and to investigate whether the chosen outcrops can be
used as analogues to reservoir chalks. Five chalk types,
representing two outcrop localities: Stevns and Hillerslev, and
three reservoir zones: Tyra Maastrictian, Valhall Tor and Valhall
Hod are investigated. Different test types are applied in small
and large scale in order to investigate the influence on stiffness
and strength from natural and induced fractures, stylolites,
bedding planes and healed fractures. The main conclusions are:
that Hillerslev and Stevns can be regarded as close analogues to
the Valhall Tor formation, but neither to Valhall Hod nor to Tyra
formations; and that compressive strength is reduced by initial
fractures, whereas stifness seems to be unaffected; and that large
test specimens have reduced strength compared to normal scale test
specimens.
AB - The main objectives of the project are to combine geological
description of fractures, chalk types and rock mechanical
properties, and to investigate whether the chosen outcrops can be
used as analogues to reservoir chalks. Five chalk types,
representing two outcrop localities: Stevns and Hillerslev, and
three reservoir zones: Tyra Maastrictian, Valhall Tor and Valhall
Hod are investigated. Different test types are applied in small
and large scale in order to investigate the influence on stiffness
and strength from natural and induced fractures, stylolites,
bedding planes and healed fractures. The main conclusions are:
that Hillerslev and Stevns can be regarded as close analogues to
the Valhall Tor formation, but neither to Valhall Hod nor to Tyra
formations; and that compressive strength is reduced by initial
fractures, whereas stifness seems to be unaffected; and that large
test specimens have reduced strength compared to normal scale test
specimens.
M3 - Report
BT - Fractures and Rock Mechanics, Phase 1
ER -