bodga Posted October 23, 2020 Share Posted October 23, 2020 (edited) Some years ago (5) I poured some concrete over the sloping sides of my pond, we recently have had a lot of rain and the whole lot slid into the pond, pond is 4-5 metres deep below the water line, the bank is quite steep and Im looking for ideas to re-do the concrete to stop it sliding in again. Piles will be tricky and its only got to support the weight of the concrete slab not a whole house, did think of just smashing into the ground a load of galvanised steel poles about a metre down in the hope of stopping it sliding in again. Access is difficult. I did this before by just laying a metal frame over the soil but didnt put any metal in, guess that was an oversight as maybe smashing in metal then would have prevented this sliding into the water. I think piles is over the top as one guy quoted us 269k to do this which seems way over the top. Each length is about 2.4 metres long but then the slope keeps going down another 4 metres to the bottom so Ill need to stop it sliding in again. Thoughts?? Soil is quite hard its not backfill or rice paddy theres a lot of stone in it. Total length is about 40 metres Edited October 23, 2020 by bodga 1 Link to comment Share on other sites More sharing options...
ourmanflint Posted October 24, 2020 Share Posted October 24, 2020 The sides will need supporting at the bottom of the pond, is the base just mud? Link to comment Share on other sites More sharing options...
bodga Posted October 24, 2020 Author Share Posted October 24, 2020 1 hour ago, ourmanflint said: The sides will need supporting at the bottom of the pond, is the base just mud? its in various soil types going down thru 5 metres, Im going to get piles stuck in to stop the new concrete sliding in, there will be a lot of sediment at the bottom. 1 Link to comment Share on other sites More sharing options...
Migrosmarket Posted October 24, 2020 Share Posted October 24, 2020 I would do 2 things: 1. Hammer in rebar 90 degrees to the slope. Bend the rebar at the top to give a lateral bar above the soil level that will be encased in concrete. Make this bent part 30cm to give good strength. Do as many as you can as deep as you can. 2. Divide the sloping concrete into sections (I think you did this already but can't see clearly) so there is not one huge weight trying to slide downwards. Within the sections add more rebar tied to the bars that are hammered in. Thinner bars will do. Will you drain the pond a little to allow work below the current level? Any chance you can tie the sides into the fencing we see in the photos? Could also consider taking the concrete over the top edge in each section with rebar hammered in vertically along the top edge. Link to comment Share on other sites More sharing options...
KKr Posted October 24, 2020 Share Posted October 24, 2020 I'd consider digging out the old concrete, if possible at all, so in future this does not cause problems. then sloping the walls properly, something like one/two meters horizontal , one meter 45 degrees, someone with an engineering back ground can recommend better course of action. (See also the Thai construction guidelines for digging out Sand and gravel Pits) strengthen the walls with geotextiles and large stones. thought behind that is to create a though but permeable wall, not one block of many tons of weight that inevitably will give way to the water flow. budget question I cannot comment. my 2cents Link to comment Share on other sites More sharing options...
jak2002003 Posted October 24, 2020 Share Posted October 24, 2020 The water is 5 meters deep?! Link to comment Share on other sites More sharing options...
rickudon Posted October 24, 2020 Share Posted October 24, 2020 Possible problem is water buildup behind the concrete - cannot see any drainage holes on the front face. You had a landslip .... At that steep angle, you cannot expect concrete slabs to stay put without some anchorage, unless you start from the bottom of the pond. Also quite possibly erosion has undermined the concrete slabs from below. Terracing the side will also reduce slippage risk - but hard to do on an existing pond. 1 1 Link to comment Share on other sites More sharing options...
CM4Me Posted October 24, 2020 Share Posted October 24, 2020 The previous (good) Deleted introduced a grass with a massive and deep root system for use in situations outlined by the OP. Thais sometimes refer to as the 'Kings Grass' or more correctly as 'Paw to-wong' - just a thought Link to comment Share on other sites More sharing options...
Iron Tongue Posted October 24, 2020 Share Posted October 24, 2020 How about building up a wall of pre-poured concrete slabs/blocks? You've probably seen them, they look like Legos. Link to comment Share on other sites More sharing options...
Popular Post Chungju Posted October 25, 2020 Popular Post Share Posted October 25, 2020 (edited) I did something similar to our pick nick pond. It was an existing pond with quite solid soil around it (stayed in shape several years after digging) and with soft mud bottom with ground water filling it automatically a meter or two and rest by rain. Our concept for the concreate lining was this: - Use ready made concreate slabs (c-pac) that are usually used building floors for houses (see photo) - After draining the pool, we drove in concreate piles (ready made concreate fence posts) in the bottom by hand and set c-pacs laying horizontaly in top of them (see photo) - The c-pacs creating the lining where then standing on these horizontal ones and once all of them where in place we pored concreate on the bottom to make in solid one piece thing (see photo) - On the top end of the c-pacs we lay some rebaring and poured concreate to finish the top (see photo) - End result: We got the c-pacs at discount as we took all slightly broken ones and any length pieces the supplier had laying around. Still for the c-pac, concreate, rebaring & etc we spent at least 100kthb. In top of this the excavator, help labour costs, gravel & etc, it was quite expensive exercise. We did most of the work ourselves and I have to say that working in the humid, soft bottom mudhole in the burning sunshine moving the 100kg c-pacs around was something I will not do again, so not surprised people ask good pay for it. Another alternative I was looking was SCG's concreate fabric, but though it is not correct for my application: Edited October 25, 2020 by Chungju remove extra photo 6 Link to comment Share on other sites More sharing options...
bodga Posted November 4, 2020 Author Share Posted November 4, 2020 plan 180k start in 2 weeks 2 Link to comment Share on other sites More sharing options...
Yellowtail Posted November 5, 2020 Share Posted November 5, 2020 Good luck with it. 1 Link to comment Share on other sites More sharing options...
Migrosmarket Posted November 5, 2020 Share Posted November 5, 2020 11 hours ago, bodga said: plan 180k start in 2 weeks Hope we get a video link or plenty of stills. Interesting project. Link to comment Share on other sites More sharing options...
Migrosmarket Posted November 5, 2020 Share Posted November 5, 2020 On 10/25/2020 at 1:23 PM, Chungju said: I did something similar to our pick nick pond Great photos. 1 Link to comment Share on other sites More sharing options...
AsterixThai Posted November 6, 2020 Share Posted November 6, 2020 Sheet pile Link to comment Share on other sites More sharing options...
hotchilli Posted November 6, 2020 Share Posted November 6, 2020 On 10/23/2020 at 2:57 PM, bodga said: Thoughts?? Soil is quite hard its not backfill or rice paddy theres a lot of stone in it. Total length is about 40 metres Use rebars driven in.... Link to comment Share on other sites More sharing options...
Jenkins9039 Posted November 6, 2020 Share Posted November 6, 2020 And there's me fussing over building something like this lol 1 Link to comment Share on other sites More sharing options...
Migrosmarket Posted November 10, 2020 Share Posted November 10, 2020 On 11/6/2020 at 9:14 AM, AsterixThai said: Sheet pile Well let's not judge the quality until its finished ...... 1 Link to comment Share on other sites More sharing options...
bodga Posted December 14, 2020 Author Share Posted December 14, 2020 Turned into a disaster as the company doing it were supposed to be quoting for the whole lot ie beam piles and concrete finish, now they say its just the piles and beam which have been put in badly not deep enough should be 2metres and some are just 50cm and theyve walked off the job.............ongoing in another thread, theyve had 75k and Im not paying out anymore for the paltry work theyve done. 1 Link to comment Share on other sites More sharing options...
thaicookingchef Posted December 14, 2020 Share Posted December 14, 2020 I really wish you good luck to find someone with enough brain to do a correct job here... maybe even cheaper to imports your engineers from abroad... 2 Link to comment Share on other sites More sharing options...
bodga Posted December 14, 2020 Author Share Posted December 14, 2020 5 minutes ago, thaicookingchef said: I really wish you good luck to find someone with enough brain to do a correct job here... maybe even cheaper to imports your engineers from abroad... The long story behind this is at 57 Ive had enough of digging mixing block laying stone shovelling for the last 7-8 years and when the concrete slid into the pond I didnt want to do it again, Im tired so I wanted a team to come in and just get it done. Ive always done all the work myself here because I know exactly what they are like and Id had enough of the graft. After seeing how most of them work I had a bad feeling right from the start, seen it all before. 1 Link to comment Share on other sites More sharing options...
ourmanflint Posted December 14, 2020 Share Posted December 14, 2020 3 hours ago, bodga said: Turned into a disaster as the company doing it were supposed to be quoting for the whole lot ie beam piles and concrete finish, now they say its just the piles and beam which have been put in badly not deep enough should be 2metres and some are just 50cm and theyve walked off the job.............ongoing in another thread, theyve had 75k and Im not paying out anymore for the paltry work theyve done. Sorry to hear that. 2 Link to comment Share on other sites More sharing options...
sometimewoodworker Posted December 14, 2020 Share Posted December 14, 2020 5 hours ago, bodga said: Turned into a disaster as the company doing it were supposed to be quoting for the whole lot ie beam piles and concrete finish, now they say its just the piles and beam which have been put in badly not deep enough should be 2metres and some are just 50cm and theyve walked off the job.............ongoing in another thread, theyve had 75k and Im not paying out anymore for the paltry work theyve done. Sorry to say that that is a normal kind of excuse for a building team that wants to quit. It is one of the main reasons why everyone is advised to make sure that they pay in arrears for work done always owing money. So that when a team quits, for what ever reason they invent, they loose money and don’t get paid for the last work done. That way you have money left to pay the new group. builders understand (they don’t like it and will complain and try to get paid) that if they quit early they will not get any more money. The only way to get the full amount is to complete the job as written in the contract. 1 Link to comment Share on other sites More sharing options...
bodga Posted December 15, 2020 Author Share Posted December 15, 2020 11 hours ago, sometimewoodworker said: Sorry to say that that is a normal kind of excuse for a building team that wants to quit. It is one of the main reasons why everyone is advised to make sure that they pay in arrears for work done always owing money. So that when a team quits, for what ever reason they invent, they loose money and don’t get paid for the last work done. That way you have money left to pay the new group. builders understand (they don’t like it and will complain and try to get paid) that if they quit early they will not get any more money. The only way to get the full amount is to complete the job as written in the contract. Ive found more recently many companies are asking for the money upfront and wont start without it, this co. asked for 50k I said no. Gave them less than half to start which I really begrudge doing but again I just want this over with. Today the men doing the work turned up asking for money, got the Wife to point out we didnt hire them the company did, they subcontracted to the Co, of course the Co are telling the workers its all our fault and that we are liable to pay them etc. 1 Link to comment Share on other sites More sharing options...
thcosh Posted December 15, 2020 Share Posted December 15, 2020 33 minutes ago, bodga said: Ive found more recently many companies are asking for the money upfront and wont start without it, this co. asked for 50k I said no. Gave them less than half to start which I really begrudge doing but again I just want this over with. Today the men doing the work turned up asking for money, got the Wife to point out we didnt hire them the company did, they subcontracted to the Co, of course the Co are telling the workers its all our fault and that we are liable to pay them etc. To help them start without paying, best is to buy needed materials. Then they have no reason to ask money upfront because they have nothing to buy to start working. Link to comment Share on other sites More sharing options...
Dumbastheycome Posted December 15, 2020 Share Posted December 15, 2020 I would seriously recommend you revise your plan to incorporate drainage from behind any slab on the slope. The probable cause for the original slab to slide off would be due to water pressure behind it. I have seen an in ground concrete swimming pool that was left empty have the walls implode from water pressure in the ground outside during the rain season. 1 Link to comment Share on other sites More sharing options...
sometimewoodworker Posted December 15, 2020 Share Posted December 15, 2020 3 hours ago, bodga said: Ive found more recently many companies are asking for the money upfront and wont start without it, this co. asked for 50k I said no. Gave them less than half to start which I really begrudge doing but again I just want this over with. Today the men doing the work turned up asking for money, got the Wife to point out we didnt hire them the company did, they subcontracted to the Co, of course the Co are telling the workers its all our fault and that we are liable to pay them etc. That is as I mentioned standard practice. It’s certainly possible they haven’t been paid, but as you rightly pointed out that’s not your problem and they need to take it up with the company. One thing you can do is tell them exactly how much you have already paid and that is the money for their wages. The company will have lied to them so you can get them attacked the company. Link to comment Share on other sites More sharing options...
bodga Posted December 15, 2020 Author Share Posted December 15, 2020 5 hours ago, Dumbastheycome said: I would seriously recommend you revise your plan to incorporate drainage from behind any slab on the slope. The probable cause for the original slab to slide off would be due to water pressure behind it. I have seen an in ground concrete swimming pool that was left empty have the walls implode from water pressure in the ground outside during the rain season. The slope of the concrete extends about 40cm under the max water line , the water will be able to drain directly into the pond but i will be adding some weep holes anyway, there was no beam before at all so the pressure would have been reduced. I believe this was more land slip, behind the slab got very wet and it simply slid into the water as the top layer of soil under the slab broke down. Link to comment Share on other sites More sharing options...
bodga Posted December 15, 2020 Author Share Posted December 15, 2020 3 hours ago, sometimewoodworker said: That is as I mentioned standard practice. It’s certainly possible they haven’t been paid, but as you rightly pointed out that’s not your problem and they need to take it up with the company. One thing you can do is tell them exactly how much you have already paid and that is the money for their wages. The company will have lied to them so you can get them attacked the company. Wife already told them the Company has been paid total 75k and sent them the LINE payslip to show them. Also my Wife NEVER signed their Company contract so in effect there is NO contract. 1 1 Link to comment Share on other sites More sharing options...
CharlieH Posted December 15, 2020 Share Posted December 15, 2020 18 hours ago, sometimewoodworker said: Sorry to say that that is a normal kind of excuse for a building team that wants to quit. It is one of the main reasons why everyone is advised to make sure that they pay in arrears for work done always owing money. So that when a team quits, for what ever reason they invent, they loose money and don’t get paid for the last work done. That way you have money left to pay the new group. builders understand (they don’t like it and will complain and try to get paid) that if they quit early they will not get any more money. The only way to get the full amount is to complete the job as written in the contract. I did similar and worked out a plan of "Stage payments" do this, agreed complete, then get paid. They told me what was needed, I supplied any and all materials as required. Link to comment Share on other sites More sharing options...
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