D4945 Standard High Strain Dynamic Load Testing (HSDT) for Evaluating Dynamic Soils and Rocks Properties

Product Details
Customization: Available
After-sales Service: Yes
Warranty: 1 Year
Manufacturer/Factory & Trading Company
Diamond Member Since 2007

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Year of Establishment
2009-09-11
Plant Area
377 square meters
  • D4945 Standard High Strain Dynamic Load Testing (HSDT) for Evaluating Dynamic Soils and Rocks Properties
  • D4945 Standard High Strain Dynamic Load Testing (HSDT) for Evaluating Dynamic Soils and Rocks Properties
  • D4945 Standard High Strain Dynamic Load Testing (HSDT) for Evaluating Dynamic Soils and Rocks Properties
  • D4945 Standard High Strain Dynamic Load Testing (HSDT) for Evaluating Dynamic Soils and Rocks Properties
  • D4945 Standard High Strain Dynamic Load Testing (HSDT) for Evaluating Dynamic Soils and Rocks Properties
  • D4945 Standard High Strain Dynamic Load Testing (HSDT) for Evaluating Dynamic Soils and Rocks Properties
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  • Overview
  • Product Description
  • Detailed Photos
Overview

Basic Info.

Model NO.
GD
Max Diameter of Workpiece
Pile Load Capcity Testing
Mass Scope of Workpiece
Pile Load Capcity Testing
Type
Pile Load Capacity
Maxcapacity
>1000KN
Accuracy Grade
0.5
Load Way
Mechanical Load
Loading Method
Dynamic Load
Display
Pile Load Capcity
Control
Computer Control
Weight
>2000Kg
Power Source
AC220V
Oil Cylinder Position
Pile Load Capacity Testing
Transport Package
Export Case
Specification
1 set
Trademark
Gold
Origin
Gd

Product Description

Product Description

 

D4945 Standard High Strain Dynamic Load Testing (HSDT) For Evaluating Dynamic Soils And Rocks Properties
D4945 Standard High Strain Dynamic Load Testing (HSDT) for Evaluating Dynamic Soils and Rocks Properties
HSDT is used in a wide range of applications, mainly in foundation engineering, road and bridge construction, soil improvement, and earthquake engineering. In these applications, HSDT can accurately assess the behavior of soil and rock under dynamic loading, and help designers select appropriate materials and design solutions to improve the safety and stability of the project.

The use of HSDTs typically relies on a specific configuration including high strain loading equipment, sensors and data acquisition systems. High-strain loading equipment is capable of applying large dynamic loads in a short period of time, simulating various loading situations that may be encountered in actual use. Sensors are used to monitor the dynamic properties of the soil or rock response in real time, such as modulus of elasticity, damping ratio, and vibration characteristics. The data acquisition system is responsible for collecting and storing the data generated during the testing process for subsequent analysis.

The unique feature of the HSDT is its ability to provide real-time dynamic response data. This feature not only improves the efficiency of the test, but also provides more detailed information for subsequent engineering analysis. In addition, the test method is relatively simple and easy to implement, and can obtain the required data without destroying the soil structure, which is applicable to various geological environments.
Display: 10.4-inch TFT true colour LCD with 640 × 480 resolution
Memory mode: Hard disc
Memory: 3000 piles data
Record length: 1k
A/D solution: 16 bit
Floating zoom: 8 bit
System noise: <30μV
Dynamic range: ≥ 80dB
Transfer mode: USB
Frequency bandwidth:10Hz ~ 12000Hz
Standby time: Built-in lithium battery> 6 hours
Operation mode: Touch screen
Channels: 2 channels for acceleration, 2 channels for strain
Working temperature: -5 ºC ~ +40 ºC 
CBM: 25 × 20 × 7 (cm)
Weight: 2.5kg (with battery)
Detailed Photos

D4945 Standard High Strain Dynamic Load Testing (HSDT) for Evaluating Dynamic Soils and Rocks PropertiesD4945 Standard High Strain Dynamic Load Testing (HSDT) for Evaluating Dynamic Soils and Rocks PropertiesD4945 Standard High Strain Dynamic Load Testing (HSDT) for Evaluating Dynamic Soils and Rocks PropertiesD4945 Standard High Strain Dynamic Load Testing (HSDT) for Evaluating Dynamic Soils and Rocks Properties

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