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Terms & Conditions

Contents

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Privacy and Cookies

Data Security

Website Terms and Conditions

Software Licensing Terms


Privacy and Cookies

We may change this privacy notice from time to time by updating this page.

What information do we collect?

When you use this website, we may collect the following information:

  • the areas of the website that you visit
  • information about your computer, such as which browser you are using, your network location, the type of connection you are using (e.g. broadband, ADSL etc) and your IP address

We do this by using cookies, which are small files that help us track how our visitors use the website and enable us to understand where we can improve your experience. If you would like to find out which cookies we use and the information they track see our Cookies Policy.

Once you submit or register information through our website we will know who you are and your activities on this website and information about you and/or your company may be recorded on our systems. For example, we may ask for personal information when you download our software including:

  • your name
  • company name
  • email address
  • postal address
  • telephone number
  • country where you are based
  • Social media ID
  • your comments/questions
  • services/markets you are interested in

We may also collect personal information from telephone calls and/or other correspondence with you.

What do we do with the information we collect?

The information we capture is used for various purposes. The main purpose is to provide you with our services (whether available via the website or offline). We also use the information for:

  • website development
  • understanding how our visitors interact on the website
  • understanding what our clients are interested in
  • understanding what potential clients are interested in
  • dealing with enquiries/concerns
  • marketing our services and people to you
  • market research
  • service development
  • internal record keeping

Marketing

We would like to provide you with information about our services and other information which we think you may find interesting. We may send you such information by post, email and/or telephone, unless you have asked us not to do so.

We will not provide your personal information to other organisations for marketing purposes without your explicit consent.

If at any time you do not want your information used for direct marketing purposes, please contact us or follow the unsubscribe link in our marketing email messages.

Who do we share this information with?

We may share your personal information with companies acting on our behalf who will only use the information to provide that service. However, we will retain control of your data and any third party service provider that we use must act in accordance with our instructions. We may also share your personal information with a purchaser or potential purchaser of our business.

In some circumstances, we may have to disclose your personal information by law, because a court or the police or other law enforcement agency has asked us for it.

How to get copies of or amend the information we have collected

You may request details of the personal information that we hold about you under data protection laws. If you would like a copy of the information held about you please write to us at oasys@arup.com or at: Data Protection Officer, 13 Fitzroy Street, London, UK, W1T 4BQ. Please note that we may charge a small £10 administration fee for information requests.

If you think any information we have about you is incorrect or incomplete, please email us as soon as possible. We will correct or update any information as soon as we can.

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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, including locked cabinets, electronic password protection and pass card access to buildings.

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.

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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.

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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

Twelve months support and maintenance is included with most products. Thereafter maintenance is typically 20% of the current sales price.

An annual maintenance service is available for most programs after the first year.

This service includes:

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

The Pinnacle – Foundation Design

Software Used on this Project

Project Overview

The Pinnacle was a 63 storey landmark building in London that made it past the piling stage but was halted when workers began excavating deep down, due to problems regarding the pre-let. The building had a gross floor area of 138,000m2 including 3 basement levels.

The proposed building was to be founded on a combination of piles founded in the London Clay and the Thanet Sand strata. Where required, the new basement walls were to be constructed within asecant pile wall.

Overview of the Geotechnical Solution

The foundations consisted of the deepest and largest built to date in the City of London at 2.4m diameter, 63m long bored piles base grouted in the Thanet Sand. Reuse of the existing underreamed piled foundations in London Clay supplemented by new large diameter bored piles and minipiles was adoptedover part of the site.

How Oasys proved invaluable

Pile Lateral Load and Moment Capacity

The bearing piles were also designed to resist applied lateral loads due to out of balance earth pressures and wind load. In addition, the bearing piles were to be designed for moments applied due to eccentricity of the connection between the pile and columns due to positional tolerances.

An assessment had been made of the effect of lateral loading and moments applied to the piles using Alp. For each pile diameter, plots were produced for increments of applied lateral load and applied bending moment against induced bending moment and shear force. These were used to calculate the forces and therefore reinforcement required in each individual pile.

The bending moment profiles in the piles due to applied lateral loads and moments are illustrated by the Alp plots.

 Tensile Pile Capacity

The main bearing piles at The Pinnacle were to be subject to tensile forces as a result of ground heave caused by demolition of the existing buildings and excavation of the new basement.

The calculation of tension forces in the piles due to the heave movement were required to enable appropriate design of the tensile pile reinforcement.

The pile in heaving ground was subject to shear strain. The pile’s neutral axis lies along the horizontal where the cumulative shaft resistance curves meet. The point at which they meet is known as the neutral point or point of zero shear strain. At this point the Maximum Tension Force (MTF) will occur. However the neutral point (and so the MTF) was lower in a pile and is subject to a compressive force. When there is a swelling force the MTF could be increased if the swelling force is larger than the applied compression load. This is illustrated below.

A linear elastic method was used to model the behaviour of the reinforced pile and to calculate the tensile forces generated in the pile, the maximum tensile force and required tension reinforcement. This requires an understanding of the likely heave movements in the ground and the variation of these with depth, which are calculated using Vdisp V18.2 (currently Oasys Pdisp).

The same methodology was used for the both the short term and long term loading condition.

Pile Reinforcement Design

The pile reinforcement design is specified to be the worst case of:

  • Reinforcement required to resist forces and moments induced by lateral loads and eccentric column connections;
  • Reinforcement required to resist ground heave induced tension;
  • Compression resistance;
  • Minimum pile reinforcement in accordance with BS EN 1536:2000.

Consequently, pile reinforcement design was considered in both the lateral load and bending moment design and the tension design described.

Furthermore, the section capacity of each pile was checked using Force-Moment Interaction charts created using AdSec .

These charts calculate the capacity of each reinforced section for various combinations of moment and axial force. The following load combinations were used:

  • Maximum Tension and Bending Moment
  • Maximum Compression and Bending Moment
  • Maximum Compression (No Heave forces) and Bending Moment

The shear reinforcement in the piles was provided in the form of helical link bars. The quantity of helical links in each pile was determined using a calculation sheet which checks shear in combination with bending moment and axial force.

The shear force is the sum of the out-of-balance earth force and the shear due to eccentric column loading. The shear due to eccentric column loading has been calculated using the Oasys Alp analysis described.

Embedded Retaining Wall Design

The design of the hard firm secant pile retaining wall was to be constructed for The Pinnacle redevelopment consists of two different pile diameters: 1200mm diameter piles spaced at 960mm diameter centres (male to female) and 840mm diameter piles spaced at 540mm centres (male to female). Only the male piles were planned to be reinforced.

For all sections except the vehicle lift, the wall was to be propped in the short and long term by the permanent ground floor and basement slabs. It is noted for section 3-3 the ground floor slab does not act as a permanent prop, in this case the B1 slab acts as permanent prop.

For the section at the vehicle lift, the wall was propped by the lowest basement floor slab. A continuous ‘waling wall’ propped the wall continuously from ground floor slab level to the base of the basement.

Five different design sections were considered:

  • Section 1-1: section constructed using low headroom Martello rig;
  • Section 2-2: general section through the wall with capping beam at +16.0mOD;
  • Section 3-3: general section through the wall with capping beam at +13.4mOD;
  • Section 4-4: general section through the wall with capping beam at +14.0mOD;
  • Section 5-5: section at vehicle lift.

A typical construction sequence for one of these sections is shown below:

0. Initial condition
1. Install wall
2. Excavate to +11.4 mOD
3. Install temporary prop and excavate to +7.0 mOD
4. Install temporary prop and excavate to +3.0 mOD
5. Construct B1, B2 and B3 slabs & remove temporary props
6. Long term case

The secant pile wall was designed using both unfactored soil parameters for Serviceability (SLS) and factored soil parameters for the Ultimate Limit State (ULS) in accordance with BS 8002:1994 and CIRIA C580. Oasys Frew was used to analyse the wall and calculate the bending moments, shear forces and deflections of the wall, as well as the prop forces.

The design methodology for vertical load considers both total and effective stress design.

Shaft capacity was only assumed below the excavation level. For the effective stress design, the input horizontal effective stresses are those calculated from the Frew retaining wall analyses. Because the wall was carrying vertical loading, wall friction may not be generated on the back of the wall. Therefore, no benefit of wall friction (δ = 0) was taken on the active side in the Frew analyses.

Construction

The build was put on hold due to a lack of additional funding and letting commitments. In February 2015 the site was acquired by an AXA Real Estate consortium in a deal worth £300 million. The project was re-designed with the application to build being approved in November 2015. By December 2015 the concrete central core of the original design was completely removed and construction of the new building commenced in January 2016.

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