M218 Blog (Dubai Marina)


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Monday, January 30, 2006

About Foundations, p2 (Piling)

An interesting article dated October 2004, taken from the publication Construction Week and posted at a Skyscrapercity.com forum provides an interesting look at the state of piling in Dubai's busy construction market. The article is posted in-full below. With regard to the upcoming work on the MAG 218 tower, the following excerpt is particularly interesting:

The most difficult aspect when it comes to the management of a project is time. Fast track is a term that is now synonymous with construction in the UAE and piling is no exception. “Many of the projects at the moment are challenging in terms of both time and quality,” says Karim. For the contractor fast track means that they have to deploy more resources (plant and human) as well as supervision to the site.

This raises the question of what kind of supervision will be present on site and whether some unavoidable delays may be preferable to having the project race along.

As to what kind of work may be expected to take place at the MAG 218 site, the following excerpt offers some clues:

The range of services offered by piling contractors does vary but broadly speaking they include: bored piles (rotary) – used for the larger structures under heavy loads; bored piles (CFA) – used for the smaller buildings; retaining structures – used for underground parking mostly, sheet pile walls; post and plank walls; contiguous walls; secant walls; and diaphragm walls.

The MAG 218 tower will have as many as three underground floors for parking, so it will be interesting to see what kind of wall structure is selected.

See Asking the Right Questions (About Foundations, p1)

New towers pile on the pressure
When it comes to piling, Dubai is probably the busiest city on Earth. “The rapid growth of Dubai as a city, the UAE as a nation, and the Gulf as a region has meant that there is probably more piling work here than anywhere else,” says Mustapha Karim, managing director, Swissboring. Despite the large volumes of work, the scramble to bag contracts remains.
“The market in foundation engineering is best described as bullish and the best it has ever been, but this comes at a price. The expansion in the market has meant that many companies have opened shop ranging from experienced professional companies with proven track records to one-man-show operations. The fast moving market has left many companies with no alternative but to grow, the question is how fast and effectively can a company grow versus how long will this bullish market last,” says Nidal N. Khoury, director, corporate management, NSCC.

When asked by CW how long the current boom period would last, Khoury says that the prospects remain healthy for the time being with many in the industry forecasting three to five years of solid growth. “There are many exciting aspects to this market in that the projects are larger, requiring more resources and supervision. This is great for foundation engineering as it allows companies to be recognised as specialist contractors as opposed to simple subcontractors.”
partners

“There are many more main contracts to be had as forward packages as well as other opportunities of partnering with main contractors on the more sophisticated projects where both our and our competitors’ skill is key to success (and not a commodity),” says Khoury. “Moreover, there are also the traditional subcontracts that allow companies in this industry to choose their path as they see fit. In the end, it is about choices and having them is always best,” he adds.

Piling work is normally undertaken as a separate main contract, a joint venture with a civil contractor or as a subcontract with each method requiring a special degree of attention. Although the work remains fundamentally the same, the piling work will be managed differently, including the risk, resource allocation and other project attributes.
difficult

The most difficult aspect when it comes to the management of a project is time. Fast track is a term that is now synonymous with construction in the UAE and piling is no exception. “Many of the projects at the moment are challenging in terms of both time and quality,” says Karim.
For the contractor fast track means that they have to deploy more resources (plant and human) as well as supervision to the site.

The range of services offered by piling contractors does vary but broadly speaking they include: bored piles (rotary) – used for the larger structures under heavy loads; bored piles (CFA) – used for the smaller buildings; retaining structures – used for underground parking mostly, sheet pile walls; post and plank walls; contiguous walls; secant walls; and diaphragm walls.

“Bored piles are preferred to driven piles in this increasingly high rise market because you can place larger loads onto a bored pile. Driven piles may be suitable for smaller structures if there is nothing to obstruct pile driving,” says Derek King, divisional manager – piling and ground engineering division, Ducto Balfour Beatty Group. “Apart from material costs, one aspect that can determine the shift from driven to bored piling is the ground conditions, and especially the known or possible presence of shallow obstructions. You usually have to get a certain minimum length of a driven pile embedded into the ground. If you have a shallow obstruction to driving, like a boulder layer or cap rock, piling becomes a lot more expensive because you have to prebore at each pile location before driving the pile,” he adds.

In city areas another consideration is noise. “Bored piling has the upper hand in city areas because driven piles require heavy equipment and hammers that produce a level of noise that is simply not tolerated close to where people live,” says Karim. One area where driven piling does command a far larger market share is marine work. “Driven piling either as tubular steel piling or driven steel beams and sheet piling are widely used and more common for marine work,” says King.
limited space

As the region continues to grow space will become more limited which means buildings will have to be taller, basements will have to be dug, all of which require more piling work. The numerous large towers under development in Dubai are a direct result of the limited space and will require extensive piling work, typically using bored piles ranging from 800 mm to 1500 mm in diameter. In other markets, piles that are 3000 mm in diameter are sometimes used where the loads are particularly heavy, for example at the core of buildings around the lift shafts. They may not be used to support the entire building, as slightly smaller piles can be used on the building’s periphery where the loads aren’t as high. These very large piles are not used as much here because building footprints are big, which means that loads can be spread onto more piles.

These buildings present considerable challenges when it comes to piling. “New technology is not as easy to come by in our industry, it is a traditional business where most of our work supports structures that are getting taller, slimmer and faster track.

Most new technology comes in the shape of machinery and the manufacturers have done a fabulous job developing more powerful and adaptable machines to suit the severe weather and working conditions in the UAE,” says Khoury.
On the other end of the scale, a significant amount of growth for the market is expected to come as medium rise buildings that did not require piling before grow taller and need more foundation work. “It’s very hard to give a generalisation because its dependent on ground conditions. But once you cross about three to four storeys you have to start looking at small piles,” says King. “Cost is another major consideration, very big raft foundations where the whole foundation is basically just a big slab of concrete can be used for smaller structures, but with concrete and steel being so expensive at the moment the piling option maybe more cost effective,” he adds.

All these trends suggest that the market for piling contractors will remain buoyant for at least the next few years. “Right now I would say there are more than 250 piling rigs in Dubai. This indicates that the market is growing very fast, and it continues to beat our expectations and forecasts in a positive way,” says Karim.

Whether the market continues on its current trajectory is anyone’s guess, but everything would seem to suggest that the conditions are good, but just as any ground engineer will tell you, there are always a few surprises.

Go to MAG 218 Community homepage, Dubai Marina Communities or DM Blog.


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Sunday, January 29, 2006

Asking The Right Questions (About Foundations, p1)

About Foundations, p2 (Piling)

It appears that many of the contracts signed by property buyers in Dubai allow (or even require) an on-site inspection of a property before it is handed over to the buyer, thus providing the opportunity to iron out any snags. This may be all well and good as far as snags go, but what about more serious discrepencies. Might not earlier and repeated inspections serve the buyer better?

Whether multiple inspections are allowed by the developer or not, there are key questions that the buyer should seek answers to throughout the building process. In a multi-part brief, I propose to suggest some of the questions that might be asked at various stages of the building process, starting in this post with foundation issues.

General Questions

  • What type of foundations are being considered?
  • What other construction related works will proceed simultaneous to foundation work--i.e. plumbing, mechanical or electrical?
  • What system will be used to minimize the effect of earth tremors?
  • Approximately what percentage of the total building cost is allocated to foundation work?
  • What will be the general time frame for each phase of construction in the foundation building process?
Although perhaps technical in nature and beyond the scope of the average buyer to clearly understand, the answers given to such questions will both educate the buyer and provide a record of builder intent and activities should questions or problems arise later.

It may in fact help to take...
A Look at What Building Foundations Are

There are according to Emporis five types of foundations, which may be used alone or in some combination in the construction of high-rise buildings:

  • Pile: Consisting of vertical structural members that are forced into the ground by impact (from a machine called a "pile driver").


  • Caisson: Similar in form to pile foundations, but are installed using a different method. Caissons (also sometimes called "piers") are created by auguring a deep hole into the ground, and then filling it with concrete. Steel reinforcement is sometimes utilized for a portion of the length of the caisson. This seems to be a method commonly used in the Dubai.

  • Mat: (Also known as "raft foundations") are a foundation system in which essentially the entire building is placed on a large continuous footing. Mat foundations found some use as early as the Nineteenth Century, and have continued to be utilized to effectively resolve special soil or design conditions. In locations where the soil is weak and the bedrock is extremely deep, "floating or compensated mat foundations" are sometimes utilized.

  • Spread: The structural load is literally spread out over a broad area under the building. Spread foundation systems utilize one or more horizontal mats, or pads, to anchor the building as a whole or to anchor individual columns or sections separately. Spread foundations are also known as "footing foundations" and are a type of foundation often utilized in low-rise buildings.

  • Load-Bearing Wall: Buildings that have basement levels, use slurry walls at the edges to hold out the surrounding earth. In very few cases, this slurry wall or another underground wall element becomes a major load-bearing part of a highrise building's foundation.
It is important to repeat that often a combination of the above methods are employed.

Interestingly the developer of the Wind towers in the JLT development had to go through arduous negotiations with master-developer Nakheel to gain approval for raft and box foundations which it determined were most suitable for its towers. The developer spoke candidly about this issue in an online forum:

Our experts, advisors and consultants undertook numerous tests including two major soil tests to prove beyond a doubt that we would not require to undertake any piling for Wind Tower I and could instead apply raft foundation and box foundation. This system had not been used in any of the towers at JLT but has been used elsewhere including JBR. However, Nakheel has been reluctant to give the go-ahead despite our senior advisor, Dr. Colaco, himself a designer for the Burj Dubai, contesting their reluctance and giving his expert opinion on the matter. Finally, yet again, after many months delay and despite further confirmation attestation of other results, we have reached a compromise with the Master Developer which would mean that a third party, Swiss Boring, be brought in to take one final soil test, after which we expect to have the permit to start construction. Until this matter is resolved we cannot go ahead, obviously. All our clients are aware of this exhausting matter of the soil test, and I would be shocked if you have not been made aware of it and will look into it personally if you confirm that this is the first that you have heard of it SUR.

Another matter of interest is the type of work that constructing a foundation involves. This includes among other things:

  • soil testing
  • excavation
  • shoring
  • dewatering
It is with an eye on these processes that the observer may guage or evaluate the pace of progress on the foundation. The MAG 218 developer has indicated a schedule of up to six months. It will be interesting to learn what the plan is for when each step in the process will be started and completed and if the proposed schedule will be adhered to. Already, for apparently unavoidable reasons, there has been a delay of 2 weeks or more between the time when the foundations contractor was announced and any significant work was commenced. However, in light of the difficulties faced by the developer of the Wind Towers, such a relatively short delay might be taken with a sigh of relief.

P2 of this exposé on foundations will follow with answers to the questions posed above and include a look at methods of incorporating earthquake resistent features into foundations.

A meeting with the MAG 218 project manager to discuss these and other questions is scheduled for 31 January 2006. Any buyers interested in joining me or submitting questions to ask are welcome to do so. Contact me or post any queries below.

See About Foundations, p2 (Piling)

Go to MAG 218 Community homepage, Dubai Marina Communities or DM Blog.


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Wednesday, January 11, 2006

From Waiting to Watching

August 2005 was the first date I was given personally by the developer for when construction would begin on the MAG 218. According to news reports discussed in The MAG 218--A Brief History the start date initially proposed was July 2005. Some 5 months later, by end of December 2005, the piling contractor was finally announced. The long wait was finally over.

Now comes the time for watching. Will the developer follow the new timetable it has laid out, or will there be further delays? It may be helpful to consider the following:

  • Six months, from end of December 2005 till June 2006 is the timeframe for completion of piling as proposed by MAG PDD on their website.
  • It would be useful to hear from the developer or the contractor (Arabian Forasol) what this 6-month process involves--a breakdown of some sort of what happens when.
  • The developer has stated that the main contractor will be announced in January. Will we indeed see this happen and is such an early announcement required if piling work is expected to last until June?
As of this writing, the proposed date for completion of the project as a whole is still mid-2008. It would be helpful to get a breakdown on this timetable as well, from either the developer or the main contractor when chosen.

If not sooner, the MAG 218 Community event scheduled for 27 January will be an excellent opportunity to get answers to these questions from the project manager.

I invite purchasers, especially those who are unable to make the event, to post your questions as comments below. These can then be addressed to the developer on 27 January.

Go to MAG 218 Community homepage, Dubai Marina Communities or DM Blog.