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University of Texas at Arlington Geotechnical Engineering Laboratory Unconsolidated Undrained Strength Test Lecture Notes # 10 Definitions, Objectives and Applications Objective To determine the shear.

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A triaxial consolidated undrained compression test is carried out to determine the shear strength of the soil. The pores pressure of the soil is measured and the soil is consolidated under pressure from all around in a triaxial cell before failure is induced by increasing the major principal stress.

In a CU (undrained) test, pore pressure changes (U) are allowed to take place and are measured. In a CD (Drained) test drainage is allowed to prevent pore pressure changes happening. In this type of test the volume change of the sample is measured during the shear stage.

Unconsolidated – undrained (UU) triaxial test It is performed on cohesive soil samples to determine the undrained shear strength of the core sample. It has no saturation or consolidation stage and is a short-term test to determine short-term engineering problems. It only has a shear stage.

A triaxial consolidated undrained compression test is carried out to determine the shear strength of the soil. The pores pressure of the soil is measured and the soil is consolidated under pressure from all around in a triaxial cell before failure is induced by increasing the major principal stress.

UU triaxial tests are quick, taking under 30 minutes to perform, and usually do not go through a saturation or consolidation stage as the test only consists of a shear stage. Whereas, the CU and CD triaxial tests normally start during the saturation stage, which then leads onto a consolidation stage.

Unconsolidated Undrained (UU) Test Once the specimen is inside the triaxial cell, the cell pressure is increased to a predetermined value by rotating the knob of the constant pressure unit, and the specimen is brought to failure by increasing the vertical stress by applying a constant rate of axial strain.

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.

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Form Packages
Adoption
Bankruptcy
Contractors
Divorce
Home Sales
Employment
Identity Theft
Incorporation
Landlord Tenant
Living Trust
Name Change
Personal Planning
Small Business
Wills & Estates
Packages A-Z
Form Categories
Affidavits
Bankruptcy
Bill of Sale
Corporate - LLC
Divorce
Employment
Identity Theft
Internet Technology
Landlord Tenant
Living Wills
Name Change
Power of Attorney
Real Estate
Small Estates
Wills
All Forms
Forms A-Z
Form Library
Customer Service
Terms of Service
DMCA Policy
About Us
Blog
Affiliates
Contact Us
Privacy Notice
Delete My Account
Site Map
Industries
Forms in Spanish
Localized Forms
State-specific Forms
Forms Kit
Legal Guides
Real Estate Handbook
All Guides
Prepared for You
Notarize
Incorporation services
Our Customers
For Consumers
For Small Business
For Attorneys
Our Sites
US Legal Forms
USLegal
FormsPass
pdfFiller
signNow
airSlate workflows
DocHub
Instapage
Social Media
Call us now toll free:
1-877-389-0141
As seen in:
  • USA Today logo picture
  • CBC News logo picture
  • LA Times logo picture
  • The Washington Post logo picture
  • AP logo picture
  • Forbes logo picture
© Copyright 1997-2025
airSlate Legal Forms, Inc.
3720 Flowood Dr, Flowood, Mississippi 39232