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Connect with us: NEWSLETTER Subscribe to our free monthly newsletter. Email: Need Geotechnical Equipment? Request a quote LATEST NEWS 26.7.2016 CBR page updated more 15.8.2016 CERCHAR test updated more 14.8.2016 ISC'5 news more 12.8.2016 New entry to Geotechnical Business Directory more Sponsoring Join Soil elastic Young's modulus Geotechdata.info Updated 17.09.2013 Soil Young's modulus (E), commonly reffred to as soil elastic modulus, is an elastic soil parameter and a measure of soil stiffness. It is defined as the ratio of the stress along an axis over the strain along that axis in the range of elastic soil behaviour. The elastic modulus is often used for estimation of soil settement and elastic deformation analysis. Soil elastic modulus can be estimated from laboratory or insitu tests or based on correlation with other soil properties. In laboratory, it can be determined from triaxial test or indirectly from oedometer test. On field, it can be estimated from Standard penetration test, Cone penetration test , pressuremeter or indirectly from dilatometer test. Typical values of soil Young's molulus for different soils according to USCS In general, the soil stiffness and elastic modulus depends on the consistensy and packing (density) of the soil. Typical values of soil Young's modulus are given below as guideline. Typical values of Young's modulus for granular material (MPa) (based on Obrzud & Truty 2012 complied from Kezdi 1974 and Prat et al. 1995) USCS
Description Loose Medium Dense GW, SW Gravels/Sand wellgraded 3080 80160 160320 SP Sand, uniform 1030 3050 5080 GM , SM Sand/Gravel silty 712 1220 2030 Typical values of Young's modulus for cohessive material (MPa) (based on Obrzud & Truty 2012 compiled from Kezdi 1974 and Prat et al. 1995) USCS Description Very soft to soft Medium Stiff to very stiff Hard ML Silts with slight plasticity 2.5 8 10 15 15 40 40 80 ML, CL Silts with low plasticity 1.5 6 6 10 10 30 30 60 CL Clays with lowmedium plasticity 0.5 5 5 8 8 30 30 70 CH Clays with high plasticity 0.35 4 4 7 7 20 20 32 OL Organic silts 0.5 5 OH Organic clays 0.5 4 REFERENCES 1. Obrzud R. & Truty, A.THE HARDENING SOIL MODEL A PRACTICAL GUIDEBOOK Z Soil.PC 100701 report, revised 31.01.2012 2. Kezdi, A. (1974). Handbook of Soil Mechanics. Elsevier, Amsterdam. 3. Prat, M., Bisch, E., Millard, A., Mestat, P., and Cabot, G. (1995). La modelisation des ouvrages. Hermes, Paris. Citation : Geotechdata.info, Soil Young's modulus, http://geotechdata.info/parameter/soilelasticyoung modulus.html (as of September 17.09.2013). Other soil parameters » Angle of friction » Cohesion » Dry unit weight » Young's modulus » Void ratio Home About Database Testing Monitoring Parameters GeoDirectory GeoSoftware
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Copyright 2008 Geotechdata.info. All rights reserved. CONTACT: editor@geotechdata.info » Soil Permeability coefficient » Soil porosity Can you edit this page? Send us an email to editor@geotechdata.info
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