RESP — Resonant Column Test - Derived Parameters

Path: PROJ → LOCA → SAMP → RESG → RESD → RESP · 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, RESD_TESN, RESD_MNUM. Inherits LOCA_ID, RESD_MNUM, RESD_TESN, SAMP_ID, SAMP_REF, SAMP_TOP, SAMP_TYPE, SPEC_DPTH, SPEC_REF from RESD.

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
RESD_TESN (key)	KEY	X		Test / Stage Number
RESD_MNUM (key)	KEY	X		Measurement Number
RESP_CTYP	OTHER	X		Type of Consolidation
RESP_CSTG	OTHER	0DP		Consolidation Stage
RESP_CELL	OTHER	1DP	kPa	Isotropic/Anisotropic Consolidation Cell Pressure
RESP_BACK	OTHER	1DP	kPa	Isotropic/Anisotropic Consolidation Back Pressure
RESP_ERSC	OTHER	1DP	kPa	Effective Radial Stress During Consolidation
RESP_EASC	OTHER	1DP	kPa	Effective Axial Stress During Consolidation
RESP_DEV	OTHER	1DP	kPa	Deviator Stress at End of Isotropic/Anisotropic Consolidation
RESP_VOLS	OTHER	3DP	%	Change to Volumetric Strain During Isotropic/Anisotropic Consolidation
RESP_STRN	OTHER	3DP	%	Axial Strain After Isotropic/Anisotropic Consolidation
RESP_SMOD	OTHER	2DP	MPa	Shear Modulus G0
RESP_SSTR	OTHER	1DP	kPa	Mean Effective Stress
RESP_DAMP	OTHER	4DP	%	Damping Ratio
RESP_SMRA	OTHER	2DP		Normalised Shear Modulus by Maximum Shear Modulus
RESP_SR	OTHER	2DP		Slippage Ratio
RESP_REM	OTHER	X		Remarks
FILE_FSET	OTHER	X		Associated file reference