Introducing the LoadTrac-III

Geocomp is pleased to introduce a smaller version of its world-popular and versatile LoadTrac-II. This smaller version, Load-Trac-III, is dedicated to running fully-automated consolidation and swell tests. Like its “big brother,” one automated system will replace five manual ones in terms of production — running incremental consolidation tests according to ASTM D2435 Method B, where successive load increments are applied after 100% primary consolidation.

A full, incremental consolidation test can be completed in 24 to 48 hours on most materials. Capable of running up to 32 steps, this compact LoadTrac-III system (12” w x 14” d x 21” h) has the same features that Geocomp customers have come to expect :

  • a user-friendly interface
  • stand-alone capability
  • units flexibility
  • in-house calibration capability
  • consistency
  • repeatability
  • and reliability of test results.

Other testing capabilities include fully automated constant load
and constant volume swell tests. Once a sample is placed into
the load frame, the test conditions programmed, and the test
started, the system performs the complete test without intervention
by the user. The computer automatically increments to the
next stress by using conditions specified by the user, who can
view partial test results, change test parameters or manually
override the control at any time during a test, even remotely
over a network.

This system utilizes a high speed, precision micro-stepper motor to apply the vertical load to the soil specimen.

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From the Lab
Direct Simple Shear Test

The direct simple shear (DSS) test is useful on projects where stability of soft soils is a major concern, such as embankments on soft ground, excavation into soft soils, canals and levees. The DSS test is superior to other methods of measuring shear strength because it gives a direct measurement of average shear strength for field failure conditions without the need for any correction factors. In fact, research conducted during the past 40 years, particularly that of Professor Charles Ladd at MIT and that of the Norwegian Geotechnical Institute, has shown that the most accurate way to determine in-situ undrained shear strength for stability is with DSS tests.

The recommended practice to determine undrained shear strength for soft clays is to determine strength from DSS tests for different consolidation stresses and different overconsolidation ratios to define a relationship among undrained strength, vertical effective stress and overconsolidation ratio. Cone and/or field vane tests may also be used to identify trends and variability in the field and areas where samples should be

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Inside this Issue:
Who's New
• Fazlul Karim
• Hyun-Ki Kim

2
Kentucky Lock and Dam

3
Noteworthy
UC Davis Honors Marr

3
7th FMGM Symposium


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June 2007