Terms & Conditions

Contents

Go to -> Company Details

Go to -> Licensing of Oasys software – Licensing Documentation PDF

Go to -> Help with ordering

Data Security

Website Terms and Conditions

Software Licensing Terms


Data Security

We are committed to ensuring that your information is secure. In order to prevent unauthorised access or disclosure we have put in place suitable physical, electronic and managerial procedures to safeguard and secure the information we collect.

All data is stored in secure electronic systems accessible only to Oasys staff with both valid network login credentials and specific authorisation to access the system.  Our systems further limit data access by role to ensure data is available only to those who have a specific need to see it.

If at any point you suspect or receive a suspicious communication from someone suggesting they work for Oasys or a website claiming to be affiliated with Oasys, please forward the communication to us or report the incident by email to oasys@arup.com or in writing to Oasys, 13 Fitzroy Street, London, UK, W1T 4BQ as soon as possible.

Data Security Notice Updated 27th February 2020

top ]


Website Terms and Conditions

The contents of this web site are protected by copyright and other intellectual property rights under international conventions. No copying of any words, images, graphic representations or other information contained in this web site is permitted without the prior written permission of the webmaster for this site.

Oasys accepts no responsibility for the content of any external site that links to or from this site.

top ]


Software Licensing Terms

Terms and Conditions of Purchase

The full conditions of purchase and maintenance for all Oasys software are set out in the Oasys Software Licence and Support Agreement. All prices are subject to TAX at the current rate.

Prices and specifications are subject to change without notice – please ask for a written quotation.

Although every care has been taken to ensure the accuracy of all information contained herein, the contents do not form or constitute a representation, warranty, or part of any contract.

Superseded Versions of Terms and Conditions

Oasys keeps copies of all superseded versions of its terms and conditions.

Maintenance & Support Services

Support and maintenance is included with all subscription licences for their full duration.

Annual maintenance contracts are available for software under a perpetual licence, prices are based on a percentage of the most recent list price.

This service includes:

  • telephone/fax/email/web based support
  • free software updates available via internet download
  • personalised output header for many products

Assessing the Influence of Soil Nail Parameters on the Stability of a Slope

Software Used on this Project

Project Overview

Indian Institute of Technology (IIT), Bombay, have used Oasys Slope to carry out a study on the influence of soil nail parameters on the stability of slopes. This study was presented at Geocongress ASCE, Oakland, and is due to be published in the Ground Improvement Journal.

In the paper, the authors noted the following:
“The limit equilibrium modelling software Oasys Slope was used for analysing the slopes with and without soil-nails. It is user-friendly as well as time efficient and can be used for analysis of slopes with and without Nails, Geotextile, Rock bolt and Ground anchors. For soil-nailed slopes, it allows the user to feed capacity of nail head (slope facing) as a plate capacity. It also considers the saturated as well as unsaturated unit weights of the soil. It enables the user to analyse slopes with difficult terrain for a different variety of geotechnical projects, individual cross-sections and different calculation methods.”

IIT have purchased the special Unipac license for teaching and research purposes.

A summary of the analysis and results are outlined below.

How Oasys proved invaluable

Analysis
A parametric study was carried out by varying the nail parameters, including nail inclination, nail length etc. and slope geometry.
To perform the stability analysis, basic input parameters required for Oasys Slope were:
•    Failure criteria
•    Material strength parameters including soil, nail and facing
•    Factor of safety for materials
•    Position of phreatic  surfaces
•    Selection of approximate centre and radius of the slope circle
In the study, the Mohr-Coulomb failure criteria was selected for the stability analysis i.e. circular failure surfaces were selected. The input soil properties are unit weight of the soil, both in saturated and unsaturated conditions, cohesion and internal angle of friction of the soil. Slope stability analysis was performed with and without phreatic surface. For selection of the slip circle, it was assumed the slip circle should pass through the toe of the slope and no portion of slip circle should pass through the base layer of the slope.
Influence of nail layout on the FOS of soil-nailed slope (5V:1H) 

Influence of facing thickness on the factor of safety of soil-nailed slopes

Variation of FOD with and without phreatic surface (tf = 87mm)

Factor of Safety (FOS) for various nail inclinations, nail layouts, slope facing thicknesses and phreatic surface locations were calculated. These results were compared to determine the influence of nail inclination, nail layout, thickness of slope facing and phreatic surfaces on the stability of soil-nailed slopes. Influence of all these parameters were studied and discussed. 

Summary of results
Stability analysis was performed to study the effect of slope geometry, nail parameters and effect of rising water surface within the slope on the overall stability of soil-nailed slopes.
The study shows that with horizontal back slopes, the optimal nail inclination increases when the angle of the retained slope decreases. When the back slope increases the optimal soil nail also increases.
Two nail length patterns were studied:
•    Pattern 1, nail length decreasing with depth of the slope
•    Pattern 2, nail length increasing with depth of the slope
Pattern 1 was found to be effective for a 10.2 m high slope whereas Pattern 2 is found to be effective for 7.2 m high slope.
Rising water surface within the slope, increase in horizontal spacing and decrease in length of the nail reduce the overall stability of a soil-nailed slope.
Contribution of nails to the overall stability of soil-nailed slopes is dependent on their location and inclination with respect to the slip surface.

Link to paper:
http://ascelibrary.org/doi/abs/10.1061/9780784412121.067 
Credits:
Professor B.V.S. Viswanadham, Indian Institute of Technology, Bombay

What is your query?

  • This field is for validation purposes and should be left unchanged.

Newsletter Sign up

Please fill out your details below to receive the latest oasys news.
  • This field is for validation purposes and should be left unchanged.