logo

Stress and Strain Controlled Triaxial, Shear and Permeability Testing Machine

FREE SHIPPING

Offer price breaks when you order a larger quantify.

Leading time would be depends on our work efficiency and delivery schedule, usually within 2 business days.

Shipping: Ships in 2 business day

Workstation

The tool workbench is made of aluminum profiles as raw materials, using a variety of aluminum profiles, cutting precision, It is easy to process, and the surface is not rusty. It can be combined with various materials and accessories to assemble into various Various styles of workbenches are beautiful and portable, easy to disassemble and assemble, flexible to adjust, and can be customized on demand.

It does not require maintenance and is widely used in various industrial production industries.


safety & guarding

Aluminum profile small shield Product classification: Industrial fence/protection case The whole is made of aluminum profile 4040 and frosted pc board. The overall appearance is beautiful and atmospheric, relatively stable, and the size can be customized according to requirements


Machine Enclosure Machine Frame

The automobile inspection fixture frame is assembled with aluminum profiles and accessories, and the product is designed according to customer requirements Appropriate frame structure, using heavy-duty profiles and supporting connectors, beautiful products , Atmosphere, high strength, please consult APS online customer service for details


Triaxial Permeability Experimental Study on Deformation and

A series of rock;like specimens with specific sizes and fracture inclinations was created in the laboratory. The different effects of seepage pressure on the deformation and failure characteristics between a conventional triaxial compression test and a triaxial permeability test were studied using a servo;controlled testing machine. Furthermore, the change in the permeability of single ...

CR 94.003-SHR June 1994 TRIAXIAL AND TORSIONAL SHEAR TEST

Stress in Triaxial Undrained Tests Under Different Confining Pressure Figure 2|2|1_ : Triaxial_ Undrained_ Strain Controlled_ Constant p Test Figure 2|2|26 Figure 2|3|a : Photograph of the Colored Sand After Triaxial Test N7ODI00A Figure 2|3|b : Sketch of the Vertical Offset of the Sample After Tfiaxial Test

Standard Test Method for Determination of Shear Wave Velocity

5_1 The initial shear modulus (G max) of a soil specimen under particular stress and time conditions is an important parameter in small-strain dynamic analyses such as those to predict soil behavior or soil-structure interaction during earthquakes, explosions, and machine or traffic vibrations_

Equipment & Procedure - Triaxial and Shear Testing of

In the direct shear test| a small shear box| split in half horizontally| and typically of 60mm or 100mm square and 20 or 25mm high| is used to test a square sample of soil: The shear box is restrained laterally| and a vertical load applied to the top| giving a constant normal stress:

What is the difference between strain controlled testing and

In a STRAIN CONTROLLED test, the test is conducted in such a way that the strain increases at a given rate, Generally the specimen is tested at a uniform strain rate,

(PDF) Soil Mechanics Shear Strength of Soil 11.1 Introduction

They are as follows:A. Direct shear test B. Triaxial test C. Direct simple shear test D. Plane strain triaxial test E. Torsional ring shear test The first two tests (Direct Shear and Triaxial tests) will be explained in the following Sections: A.Direct Shear TestThe soil specimen (2×2×1) inches is placed in a metal shear box; the box is split ...

Triaxial Testing - Soil & Rock Testing

A typical triaxial test involves confining a cylindrical soil or rock specimen in a pressurised cell to simulate a stress condition and then shearing to failure_ in order to determine the shear strength properties of the sample; Most triaxial tests are performed on high quality undisturbed specimens;

Triaxial Testing - Memorial University of

Direct Shear Test • Disadvantages o Failure plane is forced to be horizontal o Cannot control drainage o Stress concentraons at the sample boundaries o Uncontrolled rotaon of principal planes and stresses • Advantages o Test in inexpensive o Fast and simple

Permeability evolution under true triaxial stress conditions

Permeability evolution under true triaxial stress conditions was observed. • Microfractures along the shale bedding provide dominant pathways for gas flow. • Strong hysteresis was observed for both permeability and strain results. • Introducing a shale permeability model under true triaxial stress conditions. •