CONS — Consolidation Tests - Data

Path: PROJ → LOCA → SAMP → CONG → CONS · Family: Soil Strength, Consolidation & Deformation Tests

Editions: 4.0.3 – 4.2

Key chain

Identified by LOCA_ID, SAMP_TOP, SAMP_REF, SAMP_TYPE, SAMP_ID, SPEC_REF, SPEC_DPTH, CONS_INCN. Inherits LOCA_ID, SAMP_ID, SAMP_REF, SAMP_TOP, SAMP_TYPE, SPEC_DPTH, SPEC_REF from CONG.

Heading	Status	Type	Unit	Description
LOCA_ID (key)	KEY	ID		Location identifier
SAMP_TOP (key)	KEY	2DP	m	Depth to top of sample
SAMP_REF (key)	KEY	X		Sample reference
SAMP_TYPE (key)	KEY	PA		Sample type
SAMP_ID (key)	KEY	ID		Sample unique identifier
SPEC_REF (key)	KEY	X		Specimen reference
SPEC_DPTH (key)	KEY	2DP	m	Depth to top of test specimen
CONS_INCN (key)	KEY	X		Oedometer stress increment
CONS_IVR	OTHER	3DP		Voids ratio at start of increment
CONS_INCF	OTHER	0DP	kPa	Stress at end of stress increment/decrement
CONS_INCE	OTHER	3DP		Voids ratio at end of stress increment
CONS_INMV	OTHER	2SF	m2/MN	Reported coefficient of volume compressibility over stress increment
CONS_INSC	OTHER	2SF		Coefficient of secondary compression over stress increment
CONS_CVRT	OTHER	2SF	m2/yr	Coefficient of consolidation over stress increment determined by the root time method
CONS_CVLG	OTHER	2SF	m2/yr	Coefficient of consolidation over stress increment determined by the log time method
CONS_TEMP	OTHER	1DP	DegC	Average temperature over stress increment
CONS_REM	OTHER	X		Remarks
FILE_FSET	OTHER	X		Associated file reference (e.g. test result sheets)