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Fully Automatic Pneumatic Pre-pressing Apparatus

Description: This is a specialized piece of equipment used in geotechnical testing, primarily for the preloading and shaping of specimens before the shear test in soil mechanics. It is typically used in conjunction with a geotechnical shear apparatus to improve testing efficiency and the reliability of test data

Products Description

This is a specialized piece of equipment used in geotechnical testing, primarily for the preloading and shaping of specimens before the shear test in soil mechanics. It is typically used in conjunction with a geotechnical shear apparatus to improve testing efficiency and the reliability of test data.

Sixteen-unit fully automatic pneumatic direct shear Pre-Pressing Equipment

Model:TGSYL-1

I.Product Introduction

This equipment is a specialized device for geotechnical testing,used for preloading soil samples before direct shear tests to ensure that the soil sample reaches the required consolidation state before the shear test.It is mainly used in geotechnical engineering,geological exploration,highway and railway construction and other fields.It is suitable for pre-compression consolidation tests of samples such as cohesive soil and fine-grained soil.

 

II.Reference Standards

 

ISO 17892-10:2018——

Geotechnical investigation and testing—Laboratory testing of soil

Part 10:Direct shear tests

ISO 17892-5:2017——

Geotechnical investigation and testing—Laboratory testing of soil

Part 5:Incremental loading oedometer test

 

III.Structural Features

 

Pneumatic System:Employs pneumatic loading,ensuring stability and reliability while avoiding the cumbersome operation of traditional lever-type loading.

Multi-channel Design:Supports simultaneous preloading of up to 16 samples,improving testing efficiency.

Automatic Control:Some models may be equipped with automatic data acquisition functionality,but this requires specific configuration.

 

IV.Technical Parameters

 

1.Vertical Load:≤400 kPa

2.Pressure Range:50,100,200,300,400 kPa

3.Specimen Area:300 cm²

4.Loading Method:Pneumatic loading

5.Soil Sample Containers:16;12 specimens can be prepared simultaneously

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