FAQ – Background Q1. Ask a Question Ask a Question. Video Gallery No videos available for this software. These effect will reduce early loading response that the intact Eir is less affected by, resulting in an apparent reloading modulus, which, in reality, is the undisturbed re-loading modulus. Assume further that the sand thickness was originally 12 m 40 ft , but a long time ago about 7 m of the sand was removed by erosion or similar to a current thickness of 5 m.
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These can be exported to Excel format or Tab-delimited text format for unisettle manipulation and reporting. Calculates immediate, consolidation and secondary settlement.
Please visit our Downloads section to access our brochures, user manuals, and demo version of all our products. Sands and gravels are usually preconsolidated. A software unisettle specifically developed to assist engineers in performing stress and settlement calculations involving complex load combinations and site conditions.
UniSettle (free version) download for PC
This allows for the modeling of real site conditions over time. This allows for the modeling of real site conditions over time. The reloading modulus Unisettle, is larger than the initial load unisettle. Multi-layered soil profile can be entered including pore water gradients. Don’t have an account yet?
UniSettle [Geotechnical Design Software – Settlement] – Geotechpedia
UniSettle treats the unloading unisettle as the same as the reloading modulus. Assume, now, a site with unisette upper layer of sand followed by compressible clay.
Ask a Question Ask a Question. Unisettle effect will reduce early loading response that the intact Eir is less affected by, resulting in an apparent reloading modulus, which, in reality, is the undisturbed re-loading modulus. Unisoft Ltd Visit Website. Calculations using an Eir-value unisettle than the Ei-value will always result in smaller deformation heave for unloading and settlement for loading than that for the Ei-value. Comments There are no comments about this software. Stress distribution is calculated according to Boussinesq, Westergaard, or 2: However, in accepting the input of the preconsolidation margin, the input effort is reduced.
When I use an Eir value higher than Ei does that mean the rebound unisettle will be less than if I used the same value unisettle Eir and Ei? A time period applicable to individual load, excavation, and pore pressure profile is specified. Then, that modulus found, or determined, is often affected by sampling disturbance, or other effects.
Are there conditions that unisettle make using OCR produce more realistic settlement calculations and vice versa? The soil layers can be preconsolidated as expressed by either a constant or an OCR-value.
A software application specifically developed to assist engineers in performing stress and settlement calculations involving complex load combinations and site conditions. Sign up and list your uniseytle It is free and takes less than 2 minutes!
UniSoft Geotechnical Solutions Ltd
Actually, most of the time, the compressibility for the full range of added load lies in the re-compression region. If the input is realistic, the output settlement will be realistic, too.
Preferably in unisettpe, say a small footing loading test unisdttle the actual depth and ensure that the initial stress conditions are those of your application not a test on knisettle ground surface where your foundation lies at depth. FAQ – Background Q1. Can you provide me some hints about compressibility data for granular soils or those on which I cannot perform an odometer tests? Typically the modulus number of a sand ranges from about to about This is probably unisettle to the fact that coarse-grained soils are often precompressed and the modulus found is the Eir, already.
Software information [-] Title. Unisettle software provider can upgrade the sponsorship level unisettle their software listing by visiting the sponsorship levels page.