Why water tanks are still designed by the working stress method?
Differential settlement in foundation: Usually, due to poor compaction, lower bearing capacity of the soil, high depth of hard strata, various changes in water content in soil are the basic reason behind the differential settlement of soil. Apart from that, trees & vegetation is not good for fouRead more
Differential settlement in foundation:
Usually, due to poor compaction, lower bearing capacity of the soil, high depth of hard strata, various changes in water content in soil are the basic reason behind the differential settlement of soil.
Apart from that, trees & vegetation is not good for foundation safety.
Soil consolidation is the main reason for differential settlement of the foundation.
Foundation push piers & foundation underpinning also harms the foundation, which leads to a differential settlement.
Thank you.
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nikeetasharma
Here, because water tanks are more vulnerable structures and plus the tank is sometime overfilled and sometime empty, the pressure inside is so varying, It needs more safety precautions and as we all know working stress method assumes more safety factor than limit state design, which is an economicaRead more
Here, because water tanks are more vulnerable structures and plus the tank is sometime overfilled and sometime empty, the pressure inside is so varying,
It needs more safety precautions and as we all know working stress method assumes more safety factor than limit state design, which is an economical design, we prefer to use working stress method…
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