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# Evaluating strength parameters of simple clays geotechnical consideration of residual soils.

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Written in English

### Subjects:

• Clay -- Testing.,
• Soil mechanics.

## Book details:

Edition Notes

Includes bibliographies.

Classifications The Physical Object Series Transportation research record ;, 919 LC Classifications TE7 .H5 no. 919, TE208 .H5 no. 919 Pagination iv, 36 p. : Number of Pages 36 Open Library OL2840140M ISBN 10 0309036070 LC Control Number 84001978

Chapter —Geotechnical Design Section E-1—Engineering Properties of Soil and Rock Page 2 of 12 clays can gain strength with increases in effective stress. On the other hand, over-consolidated clays or weak rock may lose strength with time when exposed in cuts. The geotechnical engineer is responsible. A database of seismic CPTU (SCPTU) and soil properties information for Jiangsu clays in East China was used to develop correlations between $$V_{\text{s}}$$ and . Abstract. The pattern of undrained behaviour for young sedimented clays of low and medium plasticity is described. This pattern is used to assess the potential effects of different forms of sampling on the stress-strain-strength properties measured Cited by: Effective Stress Strength Parameters of Clays from DMT Article in Geotechnical Testing Journal 41(5) July with Reads How we measure 'reads'.