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What is consolidation settlement?
Consolidation is settlement due to expulsion of pore water in saturated clay whereas settlement may be expulsion of air and rearrangement of soil particles. Consolidation occurs only in clayey soil, but settlement may be in any soil type.
How can I reduce my consolidation settlement?
Note: the consolidation settlement can be reduced by conducting any of the following: 1. Increase the length of piles (when the length of piles are increased, H value in the preceding equation would reduce. H is the thickness of the compressible portion of the clay layer).
What is ultimate consolidation settlement?
Ultimate consolidation settlement is the process by which soils decrease in volume.
What is consolidation stress?
Consolidation is the process in which reduction in volume takes place by expulsion of water under long-term static loads. When stress is applied to a soil that causes the soil particles to pack together more tightly. When this occurs in a soil that is saturated with water, water will be squeezed out of the soil.
How do you calculate the void ratio in a consolidation test?
Void ratio. The Coefficient of consolidation at each pressure's increment is calculated by using the following equations : CV = 0.197 d2/t50 (Log fitting method) CV = 0.848 d2/t90 (Square fitting method)
What is the formula for void ratio?
The void content formula or void ratio formula would be written as e=Vs÷Vs while the porosity formula would be written as n=Via·V. The relationship of void ratio and porosity, expressed mathematically, becomes e=Na·(1-n) and n=ea·(1+e).
How do you calculate the coefficient of consolidation?
The coefficient of consolidation can be measured in a laboratory. The process involves measuring the change in height of a soil sample as it is loaded in increments. The coefficient of consolidation can be determined by plotting the change in height against the logarithm or square root of time.
How do you measure soil consolidation?
It is found by subtracting the stress carried by the water in the continuous void spaces (i.e. pore water pressure, u) from the total stress of the weight of the overlying material (v). Consolidation The reduction of bulk soil volume under loading due to flow of pore water.
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