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AASHTO T 296 : 2010

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

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METHOD OF TEST FOR UNCONSOLIDATED, UNDRAINED COMPRESSIVE STRENGTH OF COHESIVE SOILS IN TRIAXIAL COMPRESSION

Available format(s)

Hardcopy , PDF

Superseded date

08-08-2019

Language(s)

English

Published date

01-01-2010

€69.99
Excluding VAT

1. SCOPE
2. REFERENCED DOCUMENTS
3. TERMINOLOGY
4. SIGNIFICANCE AND USE
5. APPARATUS
6. TEST SPECIMEN PREPARATION
7. MOUNTING SPECIMEN
8. PROCEDURE
9. REMOVING SPECIMEN
10. CALCULATIONS
11. REPORT
12. PRECISION AND BIAS
13. KEYWORDS
14. REFERENCES

Describes the determination of unconsolidated strength and stress-strain relationships for a cylindrical specimen of either an undisturbed or remolded cohesive soil sheared undrained in compression at a constant rate of axial deformation (strain controlled).

DevelopmentNote
Included in AASHTO HM. (10/2013)
DocumentType
Standard
Pages
11
PublisherName
American Association of State Highway and Transportation Officials
Status
Superseded
SupersededBy

AASHTO T 307 : 1999 METHOD OF TEST FOR DETERMINING THE RESILIENT MODULUS OF SOILS AND AGGREGATE MATERIALS
AASHTO T 208 : 2015(R2019) METHOD OF TEST FOR UNCONFINED COMPRESSIVE STRENGTH OF COHESIVE SOIL
AASHTO T 208 : 2015 METHOD OF TEST FOR UNCONFINED COMPRESSIVE STRENGTH OF COHESIVE SOIL

ASTM D 422 : 1963 : R2002 : EDT 1 Standard Test Method for Particle-Size Analysis of Soils
AASHTO T 208 : 2015 METHOD OF TEST FOR UNCONFINED COMPRESSIVE STRENGTH OF COHESIVE SOIL
AASHTO T 207 : 2012 METHOD OF TEST FOR THIN-WALLED TUBE SAMPLING OF SOILS
AASHTO T 89 : 2013 METHOD OF TEST FOR DETERMINING THE LIQUID LIMIT OF SOILS
AASHTO T 90 : 2015 METHOD OF TEST FOR DETERMINING THE PLASTIC LIMIT AND PLASTICITY INDEX OF SOILS
AASHTO T 100 : 2015 METHOD OF TEST FOR SPECIFIC GRAVITY OF SOILS
ASTM D 4220/D4220M : 2014 : REDLINE Standard Practices for Preserving and Transporting Soil Samples
ASTM D 653 : 2014 : REDLINE Standard Terminology Relating to Soil, Rock, and Contained Fluids

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