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GB/T 33521.32-2021Mechanical vibration - Ground-borne noise and vibration arising from rail systems - Part 32: Measurement of dynamic properties of the ground (English PDF)

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Issued by

State Administration for Market Regulation, China National Standardization Administration

Level / Type

National · Recommended

Issue date

August 20, 2021

Implementation date

March 1, 2022

Scope

GB/T 33521.32-2021 (Mechanical vibration - Ground-borne noise and vibration arising from rail systems - Part 32: Measurement of dynamic properties of the ground) is available as an English-translated PDF.

GB/T 33521.32-2021 is the Chinese standard "Mechanical vibration - Ground-borne noise and vibration arising from rail systems - Part 32: Measurement of dynamic properties of the ground".

Its scope clause reads: This part of GB/T 33521 provides the ground between the track system and the foundation of adjacent buildings (i.e. ground-induced structural noise and ground Guidelines and methods for the dynamic performance measurement of the propagation medium that transmits vibration.

The purpose is to determine the parameters of the earth system in order to reliably predict the noise And vibration propagation, designing track systems and foundations that meet the requirements of noise and vibration, planning countermeasures, and verifying design methods. Its clauses include symbols.

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Document preview — GB/T 33521.32-2021

National Standard of the People's Republic of China

Classification
J 04

Issued by: State Administration for Market Regulation, China National Standardization Administration

Contents

  • Foreword
  • Introduction
  • 1 Scope
  • 2 Normative references
  • 3 Symbol
  • 4 Propagation of ground-induced structural noise and ground-borne vibration
  • 4.1 Overview
  • 4.2 Ground-induced structural noise and ground-borne vibration ---frequency influence
  • 5 Parameters of medium wave propagation in the earth
  • 5.1 Overview
  • 5.2 Fundamental wave propagation parameters
  • 5.3 Material loss and nonlinearity
  • 5.4 Geometry effects, stratification and lateral variability of the earth
  • 5.5 Near Field Effect
  • 5.6 Anisotropy
  • 5.7 The influence of groundwater---two-phase geotechnical materials
  • 6 Parameter estimation and measurement methods
  • 6.1 Earth stratification and classification. borehole histogram and seismic survey
  • 6.2 Soil and Rock
  • 6.3 Empirical estimation method based on index parameters
  • 6.3.1 Overview
  • 6.3.2 Effective (volume) mass density
  • 6.3.3 Wave velocity and elastic shear modulus
  • 6.3.4 Nonlinearity and material loss factor
  • 6.4 Indirect measurement based on in-situ penetration test of rock and soil
  • 6.4.1 Overview
  • 6.4.2 Cone penetration test
  • 6.4.3 Standard penetration test
  • 6.5 Direct in-situ measurement of dynamic parameters of the earth
  • 6.5.1 Overview
  • 6.5.2 Surface wave measurement
  • 6.5.3 Lower hole (and upper hole) measurement---Seismic CPT (S-CPT)
  • 6.5.4 Cross-hole measurement
  • 6.5.5 Other measurements---refraction, multi-channel P-wave and S-wave reflection, resistivity
  • 6.5.6 Other in-situ methods
  • 6.6 Laboratory measurement of dynamic parameters of the earth
  • 6.6.1 Overview
  • 6.6.2 Piezoelectric measurement
  • 6.6.3 Resonance column test
  • 6.6.4 Cyclic triaxial, DSS and torsional shear test
  • 7 Strategies for determining geodetic parameters
  • 7.1 Overview
  • 7.2 Severity of ground-borne vibration and ground-induced structure noise
  • 7.3 Parameter estimation of available information
  • 7.4 Summary of in-situ measurement and laboratory measurement
  • Appendix A (informative appendix) Abbreviations used in this section

1 Scope

This part of GB/T 33521 provides the ground between the track system and the foundation of adjacent buildings (i.e. ground-induced structural noise and ground

Guidelines and methods for the dynamic performance measurement of the propagation medium that transmits vibration. The purpose is to determine the parameters of the earth system in order to reliably predict the noise

And vibration propagation, designing track systems and foundations that meet the requirements of noise and vibration, planning countermeasures, and verifying design methods.

2 Normative references

The following documents are indispensable for the application of this document. For dated reference documents, only the dated version applies to this article

Pieces. For undated reference documents, the latest version (including all amendments) is applicable to this document.

GB/T 33521.1-2017 Ground-induced structure noise and ground-transmitted vibration produced by mechanical vibrating track system Part 1.General (ISO 14837-1.2005, IDT)

3 symbols

The following symbols apply to this part of GB/T 33521.

Note. See Appendix A for abbreviations summary.

B. The dimensionless constant in the formula of shear modulus (Gmax)

D and loss-related distance attenuation factor d wave propagation distance

Emax Young's modulus, low strain dynamic value e void ratio, e=phi/(1-phi) f frequency

G* complex shear modulus

Gmax shear modulus, low strain dynamic value

Gsec secant shear modulus, dynamic value

Ip Plasticity Index

Kmax bulk modulus, low strain dynamic value k* complex wave number

M * complex confinement modulus

Mmax confinement modulus, low strain dynamic value

Corrected number of hammer strokes in N60 standard penetration test (SPT) n The stress index in the shear modulus (Gmax) formula

P vibration power flux pa reference stress (pressure), pa=100kPa

Q material quality factor

GB/T 32073.1 | GB/T 34018 | GB/T 33877 | GB/T 33523.700 | GB/T 33523.600 | GB/T 33521.31 | […]

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This preview omits tables, figures, formulas and parts of the technical clauses. The complete document — 84 pages — is available in the English PDF.

Referenced standards

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