6378
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Sideshoots - associated subjects / Campaigns for new and improved services / Re: Dawlish Avoiding Line - ongoing discussion, merged topic
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on: February 10, 2014, 10:47:49
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Original article: The line between Exeter St Davids and Newton Abbot is not expected to reopen until mid April at the earliest and in the meantime buses are replacing trains. So that's 8 or 9 weeks. Where did I get a figure of 6 weeks from? I saw a BR▸ engineer on site being interviewed on TV. He said there was at least six weeks of work - but also that they would first need to survey it and plan the work. His initial estimate would also need to be replaced by one based on the actual plan. So it's no surprise that the total time to completion would be nine weeks, and even that may be subject to extension due to various things - not least the weather!
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6379
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All across the Great Western territory / Across the West / Re: Weather disruption caused in 2014, and how to prevent it happening again - ongoing discussion
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on: February 09, 2014, 18:14:52
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Indeed, and the waves were a heck of a lot taller than that. If you stacked them, would the power behind the water not just knock 'em flat? If it can demolish a sea wall, stacked containers won't last long.
I don't think that's how seawalls work. Those spectacular pictures of waves showed water being thrown upwards, not coming horizontally over the top. The bulk of the wave hits the wall lower down, and can only go upwards - so it pushes any water heading to overtop the wall upwards. Some seawalls are curved at the base to encourage this, but all do it. Of course the water that shoots upwards has to come down, and water is very heavy. So the top of the wall takes a pounding, but from all directions. The Dawlsih wall was made of quite small blocks of masonry, mortared together - and mortar is not as strong material. So the wall can be taken down a block at a time. Big single lumps, if heavy enough, resist that. They might move a millimetre or so, but that's OK. I think NR» must have spent a lot of time remortaring blocks into the top of the wall, both after storms and routinely. Then along comes a storm big and strong enough to take the wall right down before any repair is possible. Once the embankment can be washed out, there's nothing behind the wall pushing back and it just gets pushed over.
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6385
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Journey by Journey / London to Reading / Re: Extending Crossrail to Reading - ongoing discussion, merged topic
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on: February 06, 2014, 23:14:05
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The RUSs▸ favoured "skip-stop", which only gets you a small time gain - nothing like a true fast or semi-fast. That would need to run on the main lines, which was considered but rejected because there is no grade separated crossing onto them. The top speed would be an issue too.
But across London, the gain in time should be substantial - it's only seven miles to Canary Wharf, and with just six stops and suburban rail rather than tube timings.
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6387
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All across the Great Western territory / Across the West / Re: Reading Station improvements
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on: February 06, 2014, 17:32:33
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There was track through P10 this morning and the concrete pipeline was in place again along the platform.
They were filling in most of the interior of the platform, around the upright of the signal gantry. Would that be where the ground was dodgy? There are some ground investigations going on at the London end of P10/11, because they've found some unexpected voids due to some sort of buried brickwork, possibly an old building's foundations or something.
They weren't using the small pump they had before, for some reason ... The first picture also shows the track as initially aligned and sitting on top of the base ballast ... plus a wire that has to run over the wall at this point.
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6388
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All across the Great Western territory / Across the West / Re: Weather disruption caused in 2014, and how to prevent it happening again - ongoing discussion
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on: February 06, 2014, 16:03:56
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When I saw the cross-section of the existing wall at the break, I was struck by how insubstantial it is - more like a garden retaining wall than a proper seawall. You wonder how it has lasted so long, even with a lot a repair and maintenance each year.
As for an emergency repair, my first thought was to get some big concrete blocks and plonk them on the flat wall (path) in front of the ex-embankment. "Big" would mean big enough to stay put by their own weight - I'd guess about 20 tons or so. However, I can't find any mention of that as a standard technique, and it may not be possible to find a combination of crane size and crane siting that provides strong enough ground and adequate reach - the access road in front of the houses looks to narrow and likely to collapse. Still, I can't help feeling that there must be a method that starts with a phone call to Ainscoughs.
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