About Amerisurv| Contact    
Magazine | Newsletter    
Flickr Photos | Advertise    
HomeNewsNewsletterAmerisurv DirectoryJobsStoreAuthorsHistoryArchivesBlogVideosEvents

Sponsored By

Software Reviews
Continuing Series
An RTN expert provides everything you need to know about network-corrected real-time GNSS observations.
Click Here to begin the series,
or view the Article PDF's Here
76-PageFlip Compilation
of the entire series
Test Yourself

Got Answers?
Test your knowledge with NCEES-level questions.
  Start HERE
Meet the Authors
Check out our fine lineup of writers. Each an expert in his or her field.
Wow Factor
Sponsored By

Product Reviews
Partner Sites







Spatial Media LLC properties




Home arrow Archives   The American Surveyor     

Moving London Safely Forward Print E-mail
Written by Natalie Binder   
Friday, 30 January 2015

A 5.489Mb PDF of this article as it appeared in the magazine—complete with images—is available by clicking HERE

Paddington Station, ­famous worldwide not only for its creator Isambard Kingdom Brunel, but also for a small marmalade loving bear. Built in 1854, Paddington Station is a fine example of an English Heritage grade 1 listed building and is site to the world's first underground railway, opened in 1863. Today, an average of 26,500 passengers travel from Paddington station every day.

Despite its Victorian elegance and regality, plans were developed to build a brand new underground station directly beneath the historic landmark. The underground consists of a station box that is 28 m deep, 265 m long and 26 m wide (approx. 91 ft. deep, 869 ft. long and 85 ft. wide). This infrastructure project has been undertaken by Crossrail and forms part of Europe's largest construction project. The new station will be known as the Crossrail Paddington Station and will maximize space while preserving its historic features.

Since July 2011, plans have been developed by Crossrail to complete a new underground network for London. In August 2011, working as a joint venture on behalf of Crossrail Limited, Costain-Skanska was awarded Crossrail contract 405 to complete the complex £14.8 bn rail project. This project is creating a major new railway line, stretching 118 kilometres (approx. 73 miles) from Reading and Heathrow to the west of London, to Abbey Wood in the east. It will also pass directly underneath central London. The new network will now connect seven brand new mainline underground stations, all of which are important interchanges between existing Network Rail services and the London Underground. One of these new stations is the Crossrail Paddington Station.

Meticulous planning to monitor structures above and below
Construction on the underground station continues alongside the existing Grade 1 listed terminus, whilst 18m below the site two tunnel boring machines (TBMs) are also in operation. Working directly under the very heart of London has many challenges. The city is home to over eight million people and its underground handles a billion journeys per year. The new Crossrail station at Paddington is surrounded not only by modern buildings, but by historic ones as well. It is also located in the densely built-up zone of central London with its maze of pipes, cables and sewers, making it an extremely complicated construction project. Since London is considered a global city, it had to work without disruption, even for a project of this magnitude. Therefore, the Crossrail station is being built as a four-storey top down construction, with two-way live traffic above ground as excavation carries on below.

With all this digging, loosened dirt in central London could settle unevenly and potentially cause structures to tilt or severe cracking could develop. Constant monitoring of buildings in this area was vital to avoid possible damage and Costain-Skanska chose to use Leica Geosystems products for this extremely meticulous work. Leica Geosystems products and solutions play an important role in securing the success of this new railway line by monitoring structures and the degree of earth settlement. The largestauto mated monitoring network in the world continuously measures both the impact on buildings in the vicinity and changes in ground movement caused by deep excavation works.

Robotic total stations observing Paddington 24/7
Costain-Skanska decided to implement real-time monitoring solutions by using 52 Leica TM30s, especially for monitoring designed total stations, and over 1,800 monitoring prisms of all types in and around the Paddington area. The equipment was attached to various key positions on the outside of buildings. Highly accurate 3D data is collected from the total stations that measure key reference points of the various prisms placed strategically throughout the area's buildings. Meticulous planning by the engineering surveyors, with support from Leica Geosystems, included innovative installation techniques positioning the network of automatic total stations to provide uninterrupted 3D measurements to the buildings of interest.

These measurements, roughly 8,500 points a day, are made in daily cycles. At the recent phase of the project which was called "the bulk dig", the data capture for the majority of the area's total stations takes place at six hour intervals each day, after which the data is sent to be processed with Leica GeoMoS, which sends the results to the web portal before they are distributed to the construction team. Base readings taken prior to construction allow the surveying team from Costain-Skanska to define the level of ground deformation caused by natural daily and seasonal changes and to define the tolerance level for ground movement caused by the excavation process. Simultaneous, precise leveling traverses added another layer of information to provide a definitive picture of ground movement over time. The use of Leica Geosystems' monitoring sensors, software and communications is vital to the Crossrail project, as these accurate measurements provide information on any variations in structures caused by earth movement and minimize risks, not only to the buildings themselves, but also to public safety.

Automated data processing in near real-time
Such projects require constant observation, repetitively measuring the same routes and reference points several times daily throughout the entire project's life span. By using robotic total stations such activities can be done automatically and data is directly transferred for processing using Leica GeoMoS, GeoMos Adjust and GeoOffice software.

Three interlinked servers are used to run the Leica Geosystems software programs at the Crossrail construction site. The software is used to detect and analyze ground movement and the deformation of buildings above and below the site, and also helps to speed up and simplify the processing of real-time data collected by the total stations by up to 90%, allowing data to be available from field to issue quickly. The integrity of the data is under constant scrutiny as it is received and processed and out of tolerance measurements trigger alerts so that engineers can take fast, corrective action.

This software solution for the new Crossrail Station is entirely from Leica Geosystems, and is the largest of its kind existing anywhere in the world. Steve Thurgood, Engineering Survey Manager for Costain-Skanska Joint Venture, reports, "The software systems have to be very prescriptive and procedural to control the quality and repeatability of the project, yet also allow for dynamic change in the environment and construction phase changes. Our operation runs non-stop, we manage the software system to minimize and repair any faults that might occur. Both software systems log a phenomenal amount of data which correlates with an astonishing degree of accuracy and precision."

The Leica GeoMoS software solution is a fully automated system for data generation. It offers automated processing and evaluation using statistical analysis, comparing new data to the original base model by using easy to understand graphs. The software also continuously updates deformation analysis and network adjustment with vast volumes of realtime data received by the 44 to 49 total stations, resulting in highly accurate data delivered fast.

When the data is processed, it is additionally optimized by network adjustment software for co-ordinated geometry, topography and accuracy. Should any of the data not be within a ±10 mm sphere of the previously collected data (generally not older that approximately six hours), it is considered incorrect. The engineering surveyors overseeing the operation evaluate and compare the data with deviations to the predefined data parameters and quickly decide if measures need to be taken.

The co-ordination of displaying the processed data with on-site construction teams helps considerably to complete technical work without disruptions. Leica GeoMoS increases not only productivity uptime by displaying real-time data, but also simplifies workflows by constantly validating data before issuing it to the teams.

Dedicated teams and reliable equipment
Dedicated round-the-clock operation and maintenance teams actively maintain the entire Crossrail project's Leica GeoMoS software solution and also clean and maintain the 42 to 49 total stations and over 1,800 prisms. The total stations take six people to run plus an additional part time support staff of five persons in the field. All involved total stations are serviced and maintained at Leica Geosystems Service Centre in Milton Keynes.

"Leica GeoMoS is robust and provides the versatility and reliability we need to deal with the particular complexity and ever changing demands of this­our largest monitoring project within Skanska worldwide. Both the automatic monitoring system and manual leveling log a phenomenal amount of data which correlates with an astonishing degree of accuracy and precision. Monitoring the Paddington station site is a case study in best practice survey methodology, combining the highest accuracy survey equipment with experienced practitioners.

Crossrail's motto is "Moving London Forward." Within our engineering surveying team who run the precise levelling scheme and the largest Leica Geosystems homogeneously adjusted total station scheme in the world, we adopted a complementary motto due to the success we've had to "Moving surveying for monitoring forward." None of the above however would be possible without the continued support of Leica Geosystems and its supply chain partners," concludes Steve Thurgood.

Natalie Binder is a Marketing and Communications Manager for Leica Geosystems.

A 5.489Mb PDF of this article as it appeared in the magazine—complete with images—is available by clicking HERE

< Prev   Next >

Marc Cheves, PS 
Editorial: A Great Year to be a Surveyor
Some magazines have what are called "theme" issues. That is, most of the content is focused on one particular subject. In my 22+ years of survey magazine publishing, my philosophy has always been to have a little bit of everything in each issue, thereby eliminating the possibility that ....
Read the Article
Jason E. Foose, PS 
Decided Guidance: Case Examinations: Halverson v. Deerwood Village
Whew! We really beat the snot out of Bryant v. Blevins and practical locations. Well this month we're back on new case that hit the Minnesota Supreme Court's docket in 1982. We've got the familiar gymnastics of jurisprudence featuring an extraordinary array of flying rope stretchers ...
Read the Article
Michel Philips 
Extreme Environment Surveying
A Franco-Chilean team of cave divers used the Nautiz X8 rugged handheld for marine cave surveying, gathering data to classify the inaccessible northern half of Madre de Dios for UNESCO World Heritage. The team of cave divers used the Nautiz X8 ....
Read the Article
Erik Dahlberg 
The Original Green Engineers
Sometimes, it's best just to leave things as you found them. That's the lesson shared by Dr. Richard Miksad and his students at the University of Virginia. As a result of studies covering nearly a decade, Miksad's teams have developed detailed ....
Read the Article
Dave Lindell, PS 
Test Yourself 49: No Dimensions
In square A-C-D-B with side S, C-E is tangent to the semicircle Q1 with diameter B-D. Q2 is the inscribed circle of A-C-E. The tangent to Q1 and Q2 meets the sides of the square at F and H and intersects C-E at t G. Q3 is the inscribed circle of C-G-H. What is the ratio of the radii of circles ....
Read the Article
Jerry Penry, PS 
Discovery on Grizzly Peak
When First Lieutenant Montgomery M. Macomb arrived in Carson City, Nevada, from Washington D.C., on July 28, 1878, his assigned survey crew from the 4th Artillery was waiting and ready for the new field season. At age 25, Macomb was the leader ....
Read the Article
Wendy Lathrop, PS, CFM 
Vantage Point: Fighting City Hall Over Land
Once upon a time (1989 to be exact) in a place not so far away from where I live, a man (Francis Galdo) bought a home across the street from a vacant parcel owned by the City of Philadelphia. That parcel, along with others, had been acquired by condemnation back in 1974 subsequent to a 1956 ....
Read the Article
Patrick C. Garner, PS 
Book Review: Boundary Retracement: Processes and Procedures
When I was in my mid-twenties and learning the honorable profession of land surveying, I was lucky to be guided by a mentor who would grab a book off his office shelf and say, "Every surveyor should have a copy of this!" The first example he waved at me was Davis, Foote and Kelly's Surveying ....
Read the Article


Amerisurv Exclusive Online-only Article ticker
Featured Amerisurv Events
List Your Event Here
contact Amerisurv


Trimble Intros
TSC7 Controller

press [at] amerisurv.com
Online Internet Content


News Feeds

Subscribe to Amerisurv news & updates via RSS or get our Feedburn
xml feed

Need Help? See this RSS Tutorial

Historic Maps

post a job
Reach our audience of Professional land surveyors and Geo-Technology professionals with your GeoJobs career ad. Feel free to contact us if you need additional information.


Social Bookmarks

Amerisurv on Facebook 

Amerisurv LinkedIn Group 

Amerisurv Flickr Photos 

Amerisurv videos on YouTube 



The American Surveyor © All rights reserved / Privacy Statement
Spatial Media LLC
7820B Wormans Mill Road, #236
Frederick MD 21701
301-695-1538 - fax