CTRC — Cyclic Triaxial Tests - Consolidation

Path: PROJ → LOCA → SAMP → CTRG → CTRC · Family: Soil Strength, Consolidation & Deformation Tests

Editions: 4.1 – 4.2

New in AGS 4.1

This group was introduced in AGS edition 4.1.

Key chain

Identified by LOCA_ID, SAMP_TOP, SAMP_REF, SAMP_TYPE, SAMP_ID, SPEC_REF, SPEC_DPTH, CTRC_TESN. Inherits LOCA_ID, SAMP_ID, SAMP_REF, SAMP_TOP, SAMP_TYPE, SPEC_DPTH, SPEC_REF from CTRG.

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
CTRC_TESN (key)	KEY	X		Test / Stage Number
CTRC_CELL	OTHER	1DP	kPa	Final cell pressure
CTRC_BPWP	OTHER	1DP	kPa	Base porewater pressure
CTRC_MPWP	OTHER	1DP	kPa	Mid-height porewater pressure
CTRC_MPB	OTHER	2DP	%	Mid-height B value
CTRC_BB	OTHER	2DP	%	Base B value
CTRC_TYPE	OTHER	PA		Type of consolidation
CTRC_BACF	OTHER	1DP	kPa	Final back pressure
CTRC_ELAP	OTHER	T	hh:mm:ss	Duration of test/stage number
CTRC_CHGT	OTHER	2DP	mm	Specimen height at end of stage
CTRC_DIAE	OTHER	2DP	mm	Specimen diameter at end of stage
CTRC_MCE	OTHER	X	%	Water content at end of stage
CTRC_BDE	OTHER	2DP	Mg/m3	Bulk density at end of stage
CTRC_DDE	OTHER	2DP	Mg/m3	Dry density at end of stage
CTRC_RDE	OTHER	1DP	%	Relative density index of sand at end of stage
CTRC_INCE	OTHER	3DP		Voids ratio at end of stage
CTRC_ASE	OTHER	1DP	kPa	Effective axial stress at end of stage
CTRC_RSE	OTHER	1DP	kPa	Effective radial stress at end of stage
CTRC_SSE	OTHER	1DP	kPa	Shear stress at end of stage
CTRC_DEVE	OTHER	1DP	kPa	Deviatoric stress at end of stage
CTRC_MNSE	OTHER	1DP	kPa	Mean effective stress at end of stage
CTRC_RTOE	OTHER	2DP		Ratio of radial to axial effective stress at end of stage
CTRC_EASE	OTHER	3DP	%	External axial strain at end of stage
CTRC_VLSE	OTHER	3DP	%	Volumetric strain from measured volume change at end of stage
CTRC_RDSE	OTHER	3DP	%	Radial strain from measured volume change at end of stage
CTRC_B	OTHER	1DP	%	B value
CTRC_BETS	OTHER	X		Bender element test sequence
CTRC_BEAX	OTHER	PA		Bender element axis of measurement
CTRC_BEDS	OTHER	2DP	mm	Distance between bender elements
CTRC_MAT	OTHER	4DP	s	Measured arrival time of propagated wave
CTRC_MATM	OTHER	X		Method of measuring arrival time of propagated wave
CTRC_SWV	OTHER	0DP	m/s	Calculated shear wave velocity
CTRC_SMGM	OTHER	1DP	MPa	Shear modulus Gmax
CTRC_REM	OTHER	X		Remarks
FILE_FSET	OTHER	X		Associated file reference

Child groups (1)

• CTRP — Cyclic Triaxial Test - Derived Parameters