[Fixed] RCC sump tank seepage
Posted: June 14th, 2019, 1:47 pm
Hi,
I sought advice on FRP vs RCC here
viewtopic.php?f=36&t=8902&p=44220&hilit ... age#p44220
However fell for conventional wisdom and opted for RCC sump tank ,
The sump just got completed last week ( not yet plastered from inside or outside) I asked them to fill the sump before filling back the soil around walls of the tank. With around 3/4 tank full there is a seepage towards the bottom.
What is the best possible permanent fix for this ?
In hind site I think I should have gone for FRP
Technical details of the tank
The total capacity is approx 12500 liters ( 7.5 deep , 5.5 width and 10.5 feet long ) and sump was completed in 3 stages with M25 concrete with Nitobond to connect old concrete with new concrete at every joint.
First bottom was laid with M25 RMC and later walls were raised in 2 steps by site mixing as quantity was
not justified for RMC.
Concrete Mix ratio ( M25 ) However with the theoretical ratio for 1:1:2 contractor said that only jelly is being seen
and honeycombing will happen so ratio of 1:2:2 was used ( One bag Cement = 4 headpans ) so 4 : 8 and 8.
Later on my suggestion they brought 12mm jelly and 12 and 20 mm jelly stones were used in 1:1 ratio
with mix ration 4: 6: 6 or 1:1.5 : 1.5 ( retaining 25% cement in the mix)
ROFF waterproofing liquid was used as additive in the concrete
http://roff.in/roffassets/Roff-Hyproof.pdf
What is the best course of salvage from here ?
I sought advice on FRP vs RCC here
viewtopic.php?f=36&t=8902&p=44220&hilit ... age#p44220
However fell for conventional wisdom and opted for RCC sump tank ,
The sump just got completed last week ( not yet plastered from inside or outside) I asked them to fill the sump before filling back the soil around walls of the tank. With around 3/4 tank full there is a seepage towards the bottom.
What is the best possible permanent fix for this ?
In hind site I think I should have gone for FRP
Technical details of the tank
The total capacity is approx 12500 liters ( 7.5 deep , 5.5 width and 10.5 feet long ) and sump was completed in 3 stages with M25 concrete with Nitobond to connect old concrete with new concrete at every joint.
First bottom was laid with M25 RMC and later walls were raised in 2 steps by site mixing as quantity was
not justified for RMC.
Concrete Mix ratio ( M25 ) However with the theoretical ratio for 1:1:2 contractor said that only jelly is being seen
and honeycombing will happen so ratio of 1:2:2 was used ( One bag Cement = 4 headpans ) so 4 : 8 and 8.
Later on my suggestion they brought 12mm jelly and 12 and 20 mm jelly stones were used in 1:1 ratio
with mix ration 4: 6: 6 or 1:1.5 : 1.5 ( retaining 25% cement in the mix)
ROFF waterproofing liquid was used as additive in the concrete
http://roff.in/roffassets/Roff-Hyproof.pdf
What is the best course of salvage from here ?