1 / 12

3. Laboratory Test Results

3. Laboratory Test Results. Laboratory Test Items. Cylinder specimens, D=5cm, L=10cm, are used for laboratory test. Soil strength is determined by Unconfined Compression Test. The spectral characteristic is measured by optical spectrometer. An example of weathering.

Télécharger la présentation

3. Laboratory Test Results

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. 3. Laboratory Test Results

  2. Laboratory Test Items • Cylinder specimens, D=5cm, L=10cm, are used for laboratory test. • Soil strength is determined by Unconfined Compression Test. • The spectral characteristic is measured by optical spectrometer.

  3. An example of weathering Liaozhong Jing (Mar.30.2002)

  4. Weathering-induced surface change outdoor-exposure test using a cylinder specimen Start day after 90 days after 120 days deterioration processcaused by weathering

  5. Test Case Series N : without Relics Preservation Admixture (TOT) Series P : with Relics Preservation Admixture (TOT) TOT has developed by Tanaka Geology Consultants, Co.Ltd.

  6. Unconfined Compression Test Results-Series N (not used TOT)- deterioration process caused by weathering The peak value of Stress is called Unconfined Compression Strength (soil strength).

  7. Unconfined Compression Test Results-Series P (used TOT)- deterioration process caused by weathering Because of TOT effects, the peak values became larger than Series N.

  8. Comparison of Results Unconfined Compression Strength: Peak value of Stress on unconfined compression test result

  9. Spectral Characteristics-Series N- deterioration process caused by weathering

  10. Spectral Characteristics-Series P- deterioration process caused by weathering

  11. Relationship between Soil Strength and the Spectral Characteristic

  12. Relationship between Soil Strength and the Spectral Characteristic exponential relationship between them This figure shows a possibility of soil state monitoring from satellite imageries.

More Related