Description

Bender elements allow you to measure the maximum shear modulus (G_max) of soil samples in order to evaluate their stiffness. G_max (typically with shear strain levels of about 0.001%) is a key parameter in low-strain dynamic analysis used to predict soil behavior or soil structure interaction during earthquakes, explosion or machine and traffic vibrations.
 
The Bender Elements connect directly to the compact and easy-to-install smart unit comprising a signal generator and oscilloscope. Advanced user-friendly software then automates the analysis using a range of algorithms.

Bender elements test description
Bender Elements are encapsulated and mounted in inserts that are fixed into the base pedestal platen and top cap platen of a triaxial cell. They are carefully inserted into the soil specimen. When excited the bender element bends from side to side pushing the soil in a direction perpendicular to the length of the element thus having a large coupling factor with the soil.
 
This produces a shear wave, which propagates parallel to the length of the element into the soil sample. On the other end of the soil sample another bender element is forced to bend and produces an electrical signal that can be measured.
 
Theory on shear wave propagation in an elastic body tells us that the value of the shear modulus
G_max of the soil from measurement of shear wave velocity Vs is given by:
G_max = ρ • (Vs)²
where ρ is the mass density of the soil sample.
The system consists of a transmitter, which is energized to produce the shear waves through the soil sample, and the receiver that receive the electrical signal.
 
Totally new and ingenious software
According to the leading literature and research in this field, various algorithms are used to interpret wave signals:
 
Time difference
The Time Difference algorithm computes the wave speed and Gmax with two different methods. The first measures the wave’s flight time as a peak-to-peak difference between input and output signals. The second method measures instead the difference between the start of each signal.

Cross Correlation
The Cross Correlation measures the similarity between two signals, based on the displacement between each signal. Frequency domain analysis of cross correlation estimates the delay between input and output signals which can then be used to compute wave speed and G_max.

Phase Angle
The Phase Angle method sees the specimen as a filter, analyzing the output signal as the filtered version of the input wave. The derivative with respect to pulsation of the phase is employed to estimate the grouped delay of the signals, allowing the computation of wave speed and G_max
 
Versatile P + S wave testing system

STANDARD CONFIGURATION:

• Compact and convenient smart signal conditioning control unit comprizing a signal generator and receiver to measure S & P wave velocities with LAN PC connection (note PC is not included).
• Triaxial accessories kit for using with the Banded Triaxial Cell for compression or compression/tension test. The kit includes a base pedestal, top cap or vacuum top cap with integrated bender elements plus a pair of sintered bronze stones. ( see accessoreis) 

Additional alternative bender elements configurations are available depending on users’ requirements.. Each solution still requires the signal conditioning control unit plus:

• ENCAPSULATED BENDER ONLY mounted in inserts. For use with an existing testing system.

• HIGH PERFORMANCE: Determining S & P wave velocities enables more specimen parameters to be determined. High speed data acquisition of up to 15 Mega samples/second sample interval provides the resolution necessary for determining wave speeds
• COMPACT AND EASY-TO-INSTALL: This all-in-one turn-key system makes bender element testing easy and reliable. It conveniently includes all the necessary tools such as:Wave generator, Oscilloscope, PC software, Bender Element transmitter and receiver. 
• ROBUST DESIGN: The length of the bender element inserted into the soil sample is optimized to avoid compromising the power transmitted or received by the elements. This improves resistance to breakage and makes sample preparation easier, particularly on very stiff samples where only a small recess for the element is required. 
• USER-FRIENDLY GRAPHIC USER INFERFACE (GUI): The intuitive software will guide the user in automating bender element tests and quickly producing realistic estimates of shear wave travel time using a range of algorithms (Time Difference, Cross Correlation and Phase Angle). This provides maximum flexibility for waves travel interpretation in the absence of international standard methods. 
• VERSATILE The system can be either added as an option to Banded Triaxial cells (upgraded with suitable kits including pedestal, top cap and porous stone); used standalone with optional accessories or as an upgrade to other manufacturers’ systems.