Jump to content

Log in or register to remove this advert

SIA- the tree pulling test/theory


Recommended Posts

Log in or register to remove this advert

  • 7 months later...

Plenty of food for thought in the earlier pages of this thread so no need to start a new one.

 

Last week we were kindly invited along by our colleagues at the London Borough of Islington to witness a tree pulling assessment on a particularly impressive London plane which has a colonisation by the giant polypore (Meripilus giganteus) Possibly due to surface level changes during the building of the playground some years before.

 

This was the second tree pulling event I had attended (first one was in 2011) both carried out by the consultants at the Bristol based Tree Works Environmental Practice.

 

The tree is in the middle of a well used playground (which is due for refurbishment) and is the largest of its type in that borough. It has a CAVAT value in the hundreds of thousands of pounds and has the appearance of high vitality.

 

image.jpeg.88096eea28ba0553af2d12cfd8d55790.jpeg

 

image.thumb.jpeg.a560aa7d061b481abf55f00d11c95024.jpeg

 

image.thumb.jpeg.883a98d2949e97ed8dded3344676832d.jpeg

 

A pull line with a dynameter was set up about halfway up in the target tree and attached to a base anchor and then winched under relatively small tension to simulate a load.

 

image.thumb.jpeg.63cd0880478ddfd3a2f410d69ec85cc1.jpeg

 

image.thumb.jpeg.6f517a7602074164e7729f7e5c479131.jpeg

 

image.thumb.jpeg.96fc961a49c4b3958b929780d5a190d5.jpeg

 

Various meters (for elasticity and incline) were set up around the base of the tree to measure against micro changes in relation to the potential for stem breakage and root plate tilt. 

 

image.thumb.jpeg.cdba51cb54d396aaa1ef357731302543.jpeg

 

image.thumb.jpeg.3c7cb95eb44d6f3bc8c939b8b92a01f9.jpeg

 

The operation was then repeated at a perpendicular angle to test the load from a different direction. The data gets transmitted from the meters and added in to the equation of (amongst many other things) the trees dimensions, locality, direction of wind load, exposure, expected wood strength etc.....and this then arrives at a calculation with gives the Safety Factor.

 

We were informed that the lower limit of threshold for a tree and a situation like this would be to have a safety factor of 1,5 or above and although I couldn't stay for the entire session (so didn't hear the second set of results) it was looking like this tree had a safety factor exceeding the threshold.

 

I haven't heard exactly what the borough plan to do with the information but I suspect it will give them the confidence to keep on managing the tree.

 

Prior to the static load assessments the tree had a canopy reduction undertaken last year to lessen the impact of the wind upon it.

 

A very interesting morning 

 

image.jpeg.de83fa81c56dd6335ef86d3305cc9b00.jpeg

 

  • Like 3
Link to comment
Share on other sites

Interesting post, thanks for sharing David.  I don't have any first hand experience with pull-tests, but a few questions!  As already asked by Darin above, do you know how the test and interpretation of results accounts for soil and rooting conditions.  Obviously the stretch of wood fibres under tension is measurable, but surely the cohesion of fine and structural roots to the soil medium is critical when considering whole tree failure?

 

Are the values provided by the test compared with some kind of benchmark data - e.g. the 'normal' elasticity of Platanus wood? 

 

I notice that the tree was a multi-stemmed tree but that the cable was attached to one of the stems rather than linked to all of them.  How does the test allow for the flexure of that stem at its junction with the primary trunk?  I would have thought that this junction would flex and therefore dissipate some of the load from the base - or would that only be true of a dynamic test rather than a static load?

 

I realise that you were an attendee rather than the demonstrator - but you're about the smartest tree nerd I know so I reckon you'll have something to say in return :D

Link to comment
Share on other sites

Fascination stuff- but am dubious of what is shows , with wind and climate being so varioable plus the actual expense of the test. Would be good to see test  carried out on a ropey old thing with some die back and root compaction , RE 1987 storms and veteran tree survival rates against semi-matures nearby , K

Link to comment
Share on other sites

Create an account or sign in to comment

You need to be a member in order to leave a comment

Create an account

Sign up for a new account in our community. It's easy!

Register a new account

Sign in

Already have an account? Sign in here.

Sign In Now
 Share


  •  

  • Featured Adverts

About

Arbtalk.co.uk is a hub for the arboriculture industry in the UK.  
If you're just starting out and you need business, equipment, tech or training support you're in the right place.  If you've done it, made it, got a van load of oily t-shirts and have decided to give something back by sharing your knowledge or wisdom,  then you're welcome too.
If you would like to contribute to making this industry more effective and safe then welcome.
Just like a living tree, it'll always be a work in progress.
Please have a look around, sign up, share and contribute the best you have.

See you inside.

The Arbtalk Team

Follow us

×
×
  • Create New...

Important Information

We have placed cookies on your device to help make this website better. You can adjust your cookie settings, otherwise we'll assume you're okay to continue.