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According to Bennet, non-circular slip surface may arise in ___________
- a)Non homogeneous dam
- b)Embankment dams
- c)Homogeneous dam
- d)Soil deposit with a specific plane of weakness
Correct answer is option 'C'. Can you explain this answer?
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According to Bennet, non-circular slip surface may arise in __________...
According to Bennet (1951), non-circular or composite slip surface may arise in homogeneous dam have foundation of infinite depth, rigid boundary planes of maximum and presence of stronger or weaker layer.
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According to Bennet, non-circular slip surface may arise in __________...
Non-circular slip surface in Homogeneous dams
Homogeneous dams are constructed using a single type of material, which may have uniform properties throughout the dam structure. In the case of non-circular slip surfaces, these can arise in homogeneous dams due to certain factors.
Potential causes of non-circular slip surfaces in homogeneous dams:
- Loading conditions: Uneven loading or external forces acting on the dam can lead to the formation of non-circular slip surfaces. These forces can cause irregular stress distributions within the dam, resulting in non-circular failure planes.
- Material properties: Variations in material properties such as strength, cohesion, or internal friction can contribute to the development of non-circular slip surfaces. If different sections of the dam have varying properties, it can lead to the formation of irregular failure planes.
- Seepage effects: Seepage of water through the dam structure can weaken certain areas and alter the stress distribution within the dam. This can result in the formation of non-circular slip surfaces where the seepage is concentrated.
- Geological features: The presence of geological features like faults, joints, or discontinuities in the dam foundation or construction materials can influence the shape of the slip surface. These features can create paths of weakness that cause non-circular failure planes.
In conclusion, non-circular slip surfaces may arise in homogeneous dams due to a combination of loading conditions, material properties, seepage effects, and geological features. Understanding the factors that contribute to the formation of non-circular slip surfaces is essential for ensuring the stability and safety of dam structures.
Homogeneous dams are constructed using a single type of material, which may have uniform properties throughout the dam structure. In the case of non-circular slip surfaces, these can arise in homogeneous dams due to certain factors.
Potential causes of non-circular slip surfaces in homogeneous dams:
- Loading conditions: Uneven loading or external forces acting on the dam can lead to the formation of non-circular slip surfaces. These forces can cause irregular stress distributions within the dam, resulting in non-circular failure planes.
- Material properties: Variations in material properties such as strength, cohesion, or internal friction can contribute to the development of non-circular slip surfaces. If different sections of the dam have varying properties, it can lead to the formation of irregular failure planes.
- Seepage effects: Seepage of water through the dam structure can weaken certain areas and alter the stress distribution within the dam. This can result in the formation of non-circular slip surfaces where the seepage is concentrated.
- Geological features: The presence of geological features like faults, joints, or discontinuities in the dam foundation or construction materials can influence the shape of the slip surface. These features can create paths of weakness that cause non-circular failure planes.
In conclusion, non-circular slip surfaces may arise in homogeneous dams due to a combination of loading conditions, material properties, seepage effects, and geological features. Understanding the factors that contribute to the formation of non-circular slip surfaces is essential for ensuring the stability and safety of dam structures.
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According to Bennet, non-circular slip surface may arise in ___________a)Non homogeneous damb)Embankment damsc)Homogeneous damd)Soil deposit with a specific plane of weaknessCorrect answer is option 'C'. Can you explain this answer?
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