[HN Gopher] The Miami condo collapse is a devastating reminder o...
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       The Miami condo collapse is a devastating reminder of America's
       landfill problem
        
       Author : fortran77
       Score  : 55 points
       Date   : 2021-06-25 19:13 UTC (3 hours ago)
        
 (HTM) web link (theweek.com)
 (TXT) w3m dump (theweek.com)
        
       | doggodaddo78 wrote:
       | I haven't heard of any major collapses in Foster City. Plenty of
       | fill there. The only collapse in recent memory was a section of
       | SF that liquified in an earthquake.
       | 
       | Maybe all buildings over 3 stories need more frequent and
       | detailed periodic structural fatigue/engineering assessments, eh?
        
       | rich_sasha wrote:
       | Warsaw in Poland is built on sand. Everything moves, buildings
       | subside, but don't collapse out of nowhere.
       | 
       | Seems like building on unstable land is a bit of a solved
       | problem.
       | 
       | Of course very sorry for all the victims and their families, no
       | matter what the root cause.
        
         | throwawayboise wrote:
         | Agree. Unstable land/foundation may be a contributing factor
         | but my guess is that shoddy/cheap concrete work will be the
         | root cause.
        
           | genocidicbunny wrote:
           | Shoddy concrete work seems to be a running gag in the south.
           | I had a related experience when the NOLA Hard Rock Cafe
           | collapsed onto the street seconds after I walked down said
           | street. It wouldn't surprise me if the concrete work in the
           | collapsed condo was of a similar (lacking) level of quality.
        
             | gerdesj wrote:
             | If you mean this: https://en.wikipedia.org/wiki/1031_Canal
             | that is rather different - a non catastrophic, partial
             | collapse of an unfinished structure. This was a
             | catastrophic collapse of a well used structure. People died
             | in both so please don't think I am trivialising the NOLA
             | tragedy but it was different.
             | 
             | When you use concrete in large amounts you take standard
             | samples called cubes as you pour and these are subjected to
             | standard tests. In the UK we use a 10x10x10 cm cube and
             | then it's allowed to cure for a standard time in standard
             | conditions and then crushed. There's a bit more to it than
             | that but basically, it is quite easy to demonstrate
             | "standard" concrete and there is not much money to be made
             | with rubbish materials. There are exciting possibilities
             | involving admixtures but that is down to workmanship.
             | Shoddy concrete (whatever that is) is very unlikely but a
             | popular meme.
             | 
             | Conc. for a structure like that may be pre-stressed or at
             | least reinforced. Pre stressed is where you put rods or
             | creatively shaped steel through it and literally squeeze
             | it. Conc is great in compression (pushed/squeezed) but
             | rubbish in tension (pulled apart). Imagine a beam supported
             | at both ends and think of pushing down on it in the middle.
             | It will try to bend in a curve. The top surface will try to
             | get smaller and hence is in compression and the bottom will
             | try to stretch and is in tension. If you drill a hole along
             | the length of your beam near the bottom and stick a steel
             | rod through it and put some washers and nuts on and crank
             | on some compression you now have a sort of model for pre
             | stressed concrete. The steel rod is ace in tension and
             | gives the concrete beam a lot more strength. Embedding
             | steel mesh ("rebar" or reinforcement bars and the like)
             | have a similar effect but ...
             | 
             | The thing about pre stressing over adding mesh/rebar is
             | that you are locking away a huge amount of energy into a
             | static structure. There is a huge gain to be had in reduced
             | thickness of conc and hence weight which means its a double
             | win but you also need to ensure that the "rods" (in our
             | model, not quite reality) never fail. If they do fail then
             | it's normally rapid not just a gradual fail. The effect of
             | prestressing can happen by accident in "normal" meshed
             | conc. Most digger drivers that have used a pile driver
             | attachment to break large chunks of conc. will have tales
             | to tell of large lumps of conc suddenly exploding.
             | Fishermen often tell tales of the one that got away ... 8)
             | However it can happen.
             | 
             | So I hope I've shown that shoddy concrete itself is
             | unlikely. There are far more ways for a structure to fail
             | than that. Workmanship is possible but for my money the
             | ground basically dropped away from under the structure and
             | it sort of exploded and imploded simultaneously. I can't
             | put this any other way but it seemed to fail completely in
             | every way possible, simultaneously.
             | 
             | It is the most horrible thing to watch and will haunt us
             | forever.
        
           | gerdesj wrote:
           | It would be quite hard to fake enough cube samples for that
           | and unlikely to be worth the bother. The steelwork failing is
           | more likely. Pre-stressed conc is basically an explosion
           | waiting to happen, which makes demolitions interesting.
           | Another possibility is concrete cancer but the map cracking
           | is well known and easily recognised. That last is unlikely
           | and easy to rule out with some simple chemistry. However,
           | Miami is on the coast so the extra ingredients are there.
           | 
           | There are loads of possibilities but at the moment I think
           | foundation failure is most likely. Unless you pile down to
           | bedrock or build a gigantic raft of conc. then you need very
           | stable land for a building that size. Another other option is
           | to build it flexible but that was obviously not the case. The
           | geology there is likely to be a nightmare. Miami is a lot of
           | reclaimed land, low lying and next door to the Atlantic.
           | 
           | The sight of the collapse is something I won't forget in a
           | hurry. The secondary collapse on the right in the security
           | camera footage took about three seconds. That's insanely
           | fast. The failure was absolutely catastrophic. It wasn't
           | simply a cascade - the whole structure seemed to fail
           | simultaneously from top to bottom and that is not normal.
        
         | odiroot wrote:
         | Sand on the upper layers. There's a lot of tough stone beneath,
         | which made our underground system quite hard to build.
        
         | gnicholas wrote:
         | Fun fact: Sand Hill Road in Menlo Park has issues like this as
         | well. I looked at a house that had been freshly-painted before
         | being put on the market, and it was flawless in the pictures.
         | But by the time I saw the home in-person several months later,
         | there were huge cracks in the paint in many of the rooms.
         | 
         | When I asked the realtor about it, she just said, "there's a
         | reason it's called Sand Hill Road".
        
         | 01100011 wrote:
         | Depends on the degree of movement. My friend in Pasadena bought
         | a house on an old stream bed. Now the house needs to be jacked
         | up.
         | 
         | Look at the land around Portuguese Bend in Los Angeles County.
         | The water line is above ground because the pipes break if
         | they're buried(that's a lot of movement though).
        
       | saltedonion wrote:
       | It's probably more likely that salt air corroded the steel
       | rebars. This is a known issue.
        
         | tomarr wrote:
         | Is it? Spalling is usually noticed a lot more, you would
         | probably see some yielding or signs of progressive collapse
         | first.
         | 
         | The pictures I have seen make foundational failure look more
         | likely.
        
           | saltedonion wrote:
           | https://www.wsj.com/articles/what-we-know-about-the-miami-
           | ar...
           | 
           | Talks about it in this article
        
       | [deleted]
        
       | musicale wrote:
       | Reminds me of San Francisco's massive liquefaction zone.
        
         | grp000 wrote:
         | Is that related to the Millennium Tower sinking?
        
       | Scoundreller wrote:
       | I'm going to wait for AvE's foul-mouthed explanation of what
       | happened before listening to anyone else's.
       | 
       | Here's his video on Miami's bridge collapse in 2018:
       | 
       | https://youtu.be/KtiTm2dKLgU
       | 
       | Written about here: https://www.miaminewtimes.com/news/fiu-
       | bridge-collapse-myste...
        
       | MattGaiser wrote:
       | This seems highly speculative at this point.
        
         | tolbish wrote:
         | That was my initial reaction but the second paragraph makes the
         | author's case.
        
         | gumby wrote:
         | I don't think so; the article correctly starts with the
         | collapse but doesn't jump to a single-issue conclusion, then
         | cites notable other examples including the Kansas Osaka airport
         | and San Francisco
        
       | dyingkneepad wrote:
       | Let's start some conspiracy theory fake news right here right
       | now: Big Condo took down this building down so the value of every
       | property around it would plummet for a few years, giving them the
       | opportunity to buy everything around it and sell years later when
       | the value moves back to normal.
       | 
       | Let's see how long it takes until my aunt shares this with me
       | over Facebook :).
        
         | ehw3 wrote:
         | Frankly this is a pastime of mine. Whenever anything even
         | vaguely mysterious comes up in the news I make up conspiracy
         | theories to tell my wife and laugh about, always leaving it
         | slightly vague how serious I might be, just to keep her on her
         | toes. :)
        
         | [deleted]
        
         | sbierwagen wrote:
         | Miami Beach is at sea level. It already floods during high
         | tides. There aren't too many years of property value left.
        
       | sokoloff wrote:
       | Why does the HN headline say "landfill" while the original
       | article says "artificial land"?
       | 
       | To me "landfill" implies trash/refuse disposal and "artificial
       | land" implies infill of formerly wet/low areas. Not nearly all of
       | the latter is the former.
        
         | fortran77 wrote:
         | Title character limit. I posted the link and did my best.
        
           | saltedonion wrote:
           | Could have remove the "the" or subbing American with "us" lol
        
         | ortusdux wrote:
         | It seems to be a language issue. A 'landfill' is a trash dump,
         | while 'land fill' is a form of reclamation.
         | 
         | https://en.wikipedia.org/wiki/Land_reclamation
        
         | antognini wrote:
         | It's an unfortunate name collision, but landfill is frequently
         | used to describe "artificial land" as well as a dump site.
        
         | initplus wrote:
         | Article says that some reclaimed land was filled with literal
         | dumped trash in the past.
         | 
         | "At worst, they are made by throwing some dirt over the top of
         | a pile of garbage, and building more city on top of it"
        
         | dragonwriter wrote:
         | I suspect the HN headline, the URL slug, an (from those two, I
         | assume) the original source headline befoe a correction all
         | result from someone using "landfill" where just "fill" or "fill
         | land" (which is the relevant kind of "artificial land") would
         | have been accurate.
        
         | [deleted]
        
         | greyface- wrote:
         | The URL slug says "landfill", too. The title was probably
         | changed by the publication after it was published.
        
         | fpoling wrote:
         | The article implies it was sort-of landfill:
         | 
         | This literal trash foundation is unfortunately how big parts of
         | numerous American cities have been built.
        
           | rsj_hn wrote:
           | Not only American cities. If you talk to any archeologist,
           | they will attest that building cities on trash is common all
           | over the world.
        
       | piinbinary wrote:
       | Do building designs have to be certified in a way similar to how
       | cars have to be crash-tested?
        
         | Rapzid wrote:
         | Yes
        
         | cardiffspaceman wrote:
         | I believe a Professional Engineer with correct certification
         | has to sign off on if you go above two stories, before the
         | authorities will allow it to be built.
        
           | ska wrote:
           | This is all jurisdictional of course, but typically something
           | like that. More complex the project, the more levels of
           | review.
        
       | Shadonototro wrote:
       | it's none of that
       | 
       | it's people preferred to still profit as much as possible from
       | this dying building instead of renovating/repairing it
       | 
       | that is what you get for building a civilization where profit has
       | higher priority than safety of your people
        
       | sonicggg wrote:
       | What's the point of reclaiming land in a country that has vast
       | amounts of land to be used, like the US? I can understand why
       | Singapore does it.
        
         | ska wrote:
         | All land is not of equal value.
         | 
         | Coastal land near ports and rivers, is particularly rare.
        
         | massysett wrote:
         | The vast amounts of land are in boring locations, like Kansas
         | prairie, not near the beach in Miami.
        
         | cardiffspaceman wrote:
         | Location. It's no different from Singapore. The people
         | accomodated by any reclaimed land of Singapore could always go
         | somewhere else.
        
       | melling wrote:
       | A landfill is where trash goes.
       | 
       | https://en.wikipedia.org/wiki/Landfill
       | 
       | Parts of Boston and Manhattan are built on reclaimed land.
       | 
       | https://www.nationalgeographic.com/culture/article/Boston-la...
       | 
       | https://gizmodo.com/watch-new-york-city-s-boundaries-expand-...
        
         | ortusdux wrote:
         | Per https://en.wikipedia.org/wiki/Land_reclamation, landfill !=
         | land fill.
        
         | ycom13__ wrote:
         | Same is true in the Netherlands
        
       | ajsnigrutin wrote:
       | 2mm/year sounds like a very small number to me... compared to eg.
       | thermal expansion during day/night and summer/winter cycles, that
       | is practically zero, and even after 40 years of sinking, surely
       | there'd be massive warning signs (eg. growing cracks) before such
       | a collapse.
        
         | tmh88j wrote:
         | > surely there'd be massive warning signs (eg. growing cracks)
         | before such a collapse.
         | 
         | There were. I'm not a civil/structural engineer and I don't
         | know how common this kind of thing is.
         | 
         | > One condo owner sued the unit association for failing to fix
         | the cracks in the outside wall of her unit in 2015, according
         | to a lawsuit filed in Miami-Dade County. The condo owner, who
         | could not be reached for comment, said the cracks led to water
         | damage that cost $15,000. The court documents noted that
         | because the cracks were a structural issue the building
         | association was liable for the expense.
         | 
         | > The condo owner had previously filed a lawsuit against the
         | building association in 2001 due to a similar issue. The two
         | sides settled outside of court, but that kind of cracking is
         | described as "of interest" in the county's Structural
         | Recertification Form.
         | 
         | I read another article about a resident complaining about
         | cracking near the pool deck.
         | 
         | https://www.nbcnews.com/news/us-news/cause-miami-condo-colla...
        
         | btilly wrote:
         | The problem is that the 2mm is probably not even over the
         | building. If one corner is subsiding significantly more than
         | the other, eventually one corner of the building is being held
         | up by shear forces from the rest of the building. But concrete
         | isn't very good with handling shear stress. So then it breaks,
         | drops, hits the ground and you have a building collapse.
        
       | rmason wrote:
       | The collapse may be as much a local government failure as
       | anything else. The building was constructed in 1981. By the early
       | nineties scientists found the building was sinking at what they
       | called an 'alarming' rate.
       | 
       | What was the problem? Local government rules stated that
       | foundations were inspected every forty years. So the first
       | inspection of this building was 2021 and had just begun when it
       | collapsed.
       | 
       | Why not inspect building foundations every twenty years (or
       | sooner) if significant sinking was found?
        
         | gerdesj wrote:
         | "The building was constructed in 1981 ... building was sinking"
         | 
         | Sinking isn't always a problem - look at Venice! I studied Civ
         | Eng at Plymouth Poly (now a university, Devon not MA) back in
         | 1989ish. Back then concrete cancer was all the rage ... and
         | gabions (but I digress.)
         | 
         | The failure of the building in Miami was catastrophic and not
         | gradual. I don't think that monitoring would have worked but it
         | is possible that stresses/strains built up over time - we'll
         | have to wait and see. If it was gradual then there is a good
         | argument in favour of fitting buildings like that with strain
         | gauges as many bridges are. I do a lot of IoT stuff and I
         | estimate that something like PS20,000 would get you strain
         | gauges and a monitoring system for a structure like that. It
         | might be PS10,000 or PS100,000 but a building that size in
         | Miami is worth quite a lot. I'll bet rent on a flat was
         | something like $2,000pm or more.
         | 
         | Inspection of foundations is a tricky one. I am not a Civil
         | Engineer but I trained for it but I don't have X ray eyes and
         | nor do Miami's engineers. That's absolutely the wrong way to go
         | about this sort of thing. I'm not even sure what an
         | "inspection" even means.
         | 
         | There was a fundamental error made at the initial design stage
         | in my opinion. I don't know what but probably relating to the
         | parameters of the ground that was built on. By that I mean that
         | the architects/struct engrs. were promised certain properties
         | of the geotechnics/geophysics - that basically means they were
         | told how the ground would work in holding their structure up.
         | 
         | When you design a structure, it needs to support itself and
         | crucially, the thing it sits on needs to be able to support
         | that structure. You also have to work to a timespan, so you use
         | standard tables for wind strength, earthquake etc. You work to
         | a 1 in n years events.
         | 
         | This building collapsed catastrophically in seconds without
         | warning. I think this will become a real lesson for Civ Eng and
         | not a simple "I told you so" thing and certainly not "shit
         | concrete".
        
         | timbit42 wrote:
         | Money.
        
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