A wall is built with clay soft that has a resistance to 40 kPa simple compression, cohesion effective 2 kPa, friction angle 25° effective internal, specific weight of 20 KN/m3. Calculate active thrust horizontal and vertical depending on the method Terzaghi's semiempirical Consider that the drainage works, and therefore does not there is influence of the water table, for the wall shown below.
A wall is built with clay soft that has a resistance to 40 kPa simple compression, cohesion effective 2 kPa, friction angle 25° effective internal, specific weight of 20 KN/m3. Calculate active thrust horizontal and vertical depending on the method Terzaghi's semiempirical Consider that the drainage works, and therefore does not there is influence of the water table, for the wall shown below.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A wall is built with clay soft that has a resistance to 40 kPa simple compression, cohesion effective 2 kPa, friction angle 25° effective internal, specific weight of 20 KN/m3. Calculate active thrust horizontal and vertical depending on the method Terzaghi's semiempirical Consider that the drainage works, and therefore does not there is influence of the water table, for the wall shown below.
Transcribed Image Text:4.5 m
1m
clay filling
y= 20 kN/m3
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