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SHRINKSWELL INDEX DATABASE FOR MELBOURNE1Jie Li1 , Jian Zou2 , Peter Bayetto3 and Nick Barker4 Senior Lecturer, Postgraduate Student, School of Civil, Environmental and Chemical Engineering, RMIT.

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The shrink swell test is a simple test that is routinely employed in Australian geotechnical engineering practice to assess quantita- tively the expansive potential of undisturbed or remolded clay soils, and to guide design of footings on these soils.

Connect the system to a water reservoir with the level of water in the reservoir being at about the same level as the soil specimen and allow water to flow in the sample. Then allow the soil to swell. Record the free swell readings shown by the dial gauge under the seating load at different time intervals.

The shrink–swell index of clay refers to the extent certain clay minerals will expand when wet and retract when dry. Soil with a high shrink–swell capacity is problematic and is known as shrink–swell soil, or expansive soil.

Test method ASTM- D5890 is used to determine the swell index. A 2g sample of dried and finely ground bentonite clay is dispersed into a 100 ml graduated cylinder in 0.1g increments. A minimum of 10 minutes must pass between additions to allow for full hydration and settlement of the clay to the bottom of the cylinder.

Free Swell Test 40 (425 μm) sieve into a graduated cylinder filled with water and measuring the swollen volume after it has settled completely. The ratio of the change in volume from the dry to the wet condition over the initial volume, expressed as a percentage, is used to calculate the free swell of the soil.

Free Swell Test 40 (425 μm) sieve into a graduated cylinder filled with water and measuring the swollen volume after it has settled completely. The ratio of the change in volume from the dry to the wet condition over the initial volume, expressed as a percentage, is used to calculate the free swell of the soil.

The general concept of a swell test is to take an initial reservoir fluid and mix an injection fluid (typically a relevant injection gas) to estimate the miscibility effects of the given injection fluid with the reservoir fluid. Normally the results are given in a swell test plot (see Figure 1).

i) Take two specimens of 10g each of pulverised soil passing through 425µm IS Sieve and oven-dry. ii) Pour each soil specimen into a graduated glass cylinder of 100ml capacity. iii) Pour distilled water in one and kerosene oil in the other cylinder upto 100ml mark.

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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
All Forms
Search all Forms
Industries
Forms in Spanish
Localized Forms
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