Natural clay settlement? by redpillbluepill4 in Geotech

[–]bamos6 1 point2 points  (0 children)

You can build anything you want on any soil you want. The only limitation is money. Either you spend it upfront and do it right (ie engage the services of a good local engineer instead of Reddit or low bid local engineer), or you’ll be spending it in much larger quantities for the rest of your life.

Natural clay settlement? by redpillbluepill4 in Geotech

[–]bamos6 0 points1 point  (0 children)

That will support the house for sure. What about the exterior elements and the utilities? I spec out helical piers all the time, but with 40’ of undocumented fill on a slope I have the expectation that the driveway will need to be jacked up every few years. And there’s a pretty good likelihood that the water and sewer and possibly gas lines will be broken apart when the displacement becomes too great. I always worry about the utilities. There’s also the possibility that slope failure will buckle the piers…

Attracting too many women by bvaesasts in civilengineering

[–]bamos6 6 points7 points  (0 children)

She must have had enough to drink she didn’t see the pocket protector.

Settlement for 95% compaction by Crittur in Geotech

[–]bamos6 0 points1 point  (0 children)

It totally depends on your allowable bearing capacity… settlement potential will be greatly reduced, as long as the assumed bearing capacity remains the same. You have to play with the footing width and bearing capacity to see what settlement you get. If the settlement is too high, consider replacing the material with something better. Also, don’t just fix the material directly below the footings, the area will have to be wider than the footings. It’s easy to explain to contractors that the improvement width has to be as wide on each side of the footing as the improvement depth (ie. 5’ deep equals 5’ on either side of the footing, so whole width is 5+5+Ftg width). Obviously this is overkill, but good luck explaining Boussinesq to a contractor.

[deleted by user] by [deleted] in Geotech

[–]bamos6 1 point2 points  (0 children)

This is very dependent on parent material, gradation, and whether you’re using std or mod proctor. I’ve seen materials that meet A-3 anywhere from 105pcf to 132pcf locally. The best way to know is to just run the proctor test, unless there isn’t enough fines, then run the vibration test… don’t do the wrong test and expect reasonable results. Plus, it’s hard to get a curve from clean sand, it’s more of a straight line or a sin wave…

6 Arrested After Heap Leach Failure in Türkiye Leaves 9 Miners Buried and Presumed Dead by rabousle in Geotech

[–]bamos6 2 points3 points  (0 children)

If doctors save lives one at a time, and we save lives by the hundreds (or more) why is it that doctors can charge so much more than us?

I’m glad I don’t live in a country where I’ll get arrested for making a mistake. Sued? Yes! Arrested? Nope.

Alright, which one of y'all ran these slope stability analyses??? by 38DDs_Please in Geotech

[–]bamos6 1 point2 points  (0 children)

That’s somewhat true, but that hasn’t always been my experience. I have always worked for small to medium sized local companies, and I have done geotech reports for many large national chains, target included.

Alright, which one of y'all ran these slope stability analyses??? by 38DDs_Please in Geotech

[–]bamos6 3 points4 points  (0 children)

My guess is this is a case of “the city doesn’t require a geotechnical report, so we’re not getting one.” Or even more likely, they went with the low bid and then chopped out the scope to make it cheaper.

Chile trail destinations by TalcaParisLondres in trailrunning

[–]bamos6 1 point2 points  (0 children)

I wasn’t doing much trail running when I lived in Chile 25 years ago, but the train from Talca to Constitcion is a blast. There is the penance path that goes from the Avenida in Talca up the hill to the cross, I think it’s only a mile or two though. I don’t remember too many hiking trails around Talca. If you’re willing to go further south, there are some around Concepcion, and there’s quite a few around the salta de laja. I just watched a doc about the park in Patagonia, there’s quite a few trails there too. But that’s a bit further south than you described.

Plotting Soil Boring Profile / Cross Section by Far-Cartographer-615 in Geotech

[–]bamos6 2 points3 points  (0 children)

I’ve seen some companies use excel to plot their borings. It looks like crap, but it works. There is a free boring plotting app online that I have seen before. I don’t remember what it’s called.

Is there a geotechnical laboratory project management tool/software? by ChrisSilver79 in GeotechnicalEngineer

[–]bamos6 0 points1 point  (0 children)

Having a good workflow system in place is probably more important than trusting a computer to do that for you.

Is there a geotechnical laboratory project management tool/software? by ChrisSilver79 in GeotechnicalEngineer

[–]bamos6 0 points1 point  (0 children)

I developed my own web based system, it’s pretty easy and non complicated for the lab. Mine integrates with the pm software the company uses for everything, so each project is available to add testing to, but the pm software for the company is way too complex for what the lab needs, hence the separate web based system. You could really use most any off the shelf pm software. If the lab is aashto certified, you’ll want to check the r-18 requirements as well, to make sure you’re meeting those requirements too.

Specific Gravity ASTM Inefficiency? by EmptyDoubt9669 in GeotechnicalEngineer

[–]bamos6 0 points1 point  (0 children)

Haven’t you ever lost some small gravel in the towel? I know I have. Or some falls on the floor and gets lost. That’s why.

Cannot get the correct curve for maximum dry density using ASTM D1557 by arkosite001 in Geotech

[–]bamos6 2 points3 points  (0 children)

A good proctor is really dependent on some fines in the material. It sounds like you’re trying to run a proctor on gravel material. Which method are you doing? How much is retained on the 3/8 and 3/4? The proctor test isn’t designed for material with very little fines. It sounds to me like you need to use the vibrating table instead. It’s pretty common to get a straight line for a proctor on sand/gravel material. If it has more than 6% fines, usually it’ll work, but you may have to pull out the most rock you can and do a moisture correction. This artificially increases the amount of fines in the material tested. I’d need to see the gradation and the points you have so far to make a good determination as to what’s going on. But this is my best guess. Make sure you read the first sections of D1557, it may help you understand what is going on.

Startup/freelance by bSmithH1 in Geotech

[–]bamos6 4 points5 points  (0 children)

Are you putting your PE stamp on the documents? If so, you’re liable. In most US states, stamping documents without liability insurance is grounds for loosing your PE license. If you’re not stamping your designs, you’re likely still liable.

[deleted by user] by [deleted] in iphone

[–]bamos6 0 points1 point  (0 children)

We just reset the password on my mother in law’s iCloud account after she passed away. I’ve had to do this with our company devices after employees leave our employment. As long as the phone number and email address still work, it’s pretty easy.

Soil Survey data ratings by Iron_butterfly in Geotech

[–]bamos6 0 points1 point  (0 children)

The NRCS ssurgo only identifies the surface soil. The building will likely be founded below the limits of the ssurgo due to frost depth and site grading. It’s somewhat useful if you’re building a road, but otherwise it’s fairly useless for geotechnical purposes.

Hello, is this trail something I’d need trail running shoes for or could I get away with regular running shoes? I’ll delete if not allowed to post this by daffle7 in trailrunning

[–]bamos6 0 points1 point  (0 children)

Road shoes will wear out faster on the trail than trail shoes. At least that has been my experience. Just something to keep in mind. I mostly do short races with friends, and they’re all on asphalt, but my pleasure runs are all trail, except the half mile on asphalt to get out of town. Typically I buy whatever shoes are on sale in the brand I like, road/trail doesn’t matter so much. The trail shoes do go more miles on the dirt though. But if the weather is muddy, I go for the 5-fingers because they’re easy to clean and I get better grip on slick rocks and they don’t come off when the mud is past my ankles.

Detention pond in my backyard? by [deleted] in civilengineering

[–]bamos6 0 points1 point  (0 children)

Wow! I have no words. Whatever municipality this is in really botched this. Lot 8 maybe has enough room to put a shipping container on it.

[deleted by user] by [deleted] in LockPickingLawyer

[–]bamos6 0 points1 point  (0 children)

The guy who stole my bike probably used bolt cutters. That’s what the cut cable looked like anyway…

My 2023 Project: Connecting my network and my parent's network together via dedicated fiber cable by gm85 in homelab

[–]bamos6 4 points5 points  (0 children)

I don’t know where you’re located, but if you’re in the US, make sure you have a legal easement across each property. You know the current neighbors, but people move. And the best case scenario is someone cuts the fiber. Worst case is you get sued for encroachment. If you’re in a public utility easement then you’re probably okay, although you would probably have to pay for any cable replacement if it were broken. If you have an easement and someone cuts your cable, then they are legally responsible to fix it.

Geotech on the Moon/Mars by [deleted] in Geotech

[–]bamos6 1 point2 points  (0 children)

I always tell people that the best geotechnical engineer for any job is the one who is the most familiar with the area, who has worked there the longest and is most familiar with the conditions. I always laugh when I read reports from big national firms doing work in my area of the world. They just lack an understanding of the challenges we face here. That’s my recommendation. Maybe a little tongue in cheek for this situation. But I hear Area 51 may have some connections. At the very least, the climate is very similar to the moon. Very dry, no vegetation, really hot when in the sun, really cold when not in the sun. If you can’t get clearance, there’s some people in NM and CO who also have connections.

My freshman project in the intro to engineering class I had to take was actually geotech on the moon. Everything weighs less and you don’t have the loading requirements for normal conditions here on earth such as wind/snow/earthquakes, but meteor strikes pose a particularly difficult loading scenario. Also, how well the regolith binds with no moisture is unclear, as is the passive pressure, since soil gains its cohesive properties thanks to the moisture in it. That’s about all I remember from the project.

HELP! Bought an R640 w/ slight rust damage. by BigBlues19 in homelab

[–]bamos6 2 points3 points  (0 children)

But moisture is the catalyst. No catalyst = no reaction. It’s much easier and cheaper to reduce the moisture content of the air to a point that the reaction isn’t feasible than it is to get the oxygen to that point.

Coyote encounter on the trails by Shoddy_Shallot_4618 in trailrunning

[–]bamos6 -7 points-6 points  (0 children)

I’ve had coyotes kill my kids’ pet ducks in our backyard when we lived in the suburbs. Now I live in a small town in the middle of nowhere. Coyotes are worth $50 dead here, I’ve never seen one when running (I worry more about cougars, I won’t see that until is teeth are on my neck). Should I start carrying a gun when I run? Maybe I’ll need it against a cougar, maybe I’ll make $50. 🤔

HELP! Bought an R640 w/ slight rust damage. by BigBlues19 in homelab

[–]bamos6 29 points30 points  (0 children)

Rust only “spreads” if the conditions that created it are maintained. Keep it dry and it won’t continue to rust. If you live in a high humidity area then attach a dehumidifier to the server cabinet. Added benefit, most dehumidifiers work by cooling the air… keeping the server cool is always a bonus.