vertical stress वाक्य
उदाहरण वाक्य
मोबाइल
- This vertical stress is supported by the mantle and the flexure of the lithosphere.
- Like Baskerville, Mrs Eaves has a near vertical stress, departing from the old style model.
- For a uniform layer with no pore pressure, the total vertical stress at a depth H may be calculated by:
- Karl Culmann was the first to conceive a graphical representation for stresses while considering longitudinal and vertical stresses in horizontal beams during bending.
- Glacial loads provided more than 30 MPa of vertical stress in northern Canada and more than 20 MPa in northern Europe during glacial maximum.
- In a geological timescale, excessive erosion or sedimentation of Earth's crust can either create or remove large vertical stresses upon the underlying rock.
- In this example, the stroke at the top of the g is thinner at the top and bottom than on the sides-a vertical stress.
- Though the face's name includes the phrase'Old Style,'the near-vertical stress of the face places it more in the transitional classification.
- The types that Didot used are characterized by extreme contrast in thick strokes and thin strokes, by the use of hairline serifs and by the vertical stress of the letters.
- In addition, these typefaces had a strictly vertical stress : without exception, the vertical lines were thicker than the horizontals, creating a much more geometric and modular design.
- If there are multiple layers of soil or water above the point of interest, the vertical stress may be calculated by summing the product of the unit weight and thickness of all of the overlying layers.
- These studies showed that base courses reinforced with Novel Polymeric Alloy geocells reduced the vertical stresses at the interface between subgrade and base course, reduced permanent and creep deformations, increased elastic deformation, stiffness, and bearing capacity of base courses.
- Precautions were taken after the 2005 slide to reduce the stress on the hillside, including the construction of a retaining wall to reduce the effects of the vertical stress ( sigma 1 ), and gravel drains to help remove water from the hillside to help rocks maintain cohesive strength.
- Additionally DSSM explains key relationships in soil mechanics that to date have simply been taken for granted, for example, why normalized undrained peak shear strengths vary with the log of the over consolidation ratio and why stress strain curves normalize with the initial effective confining stress; and why in one-dimensional consolidation the void ratio must vary with the log of the effective vertical stress, why the end-of-primary curve is unique for static load increments, and why the ratio of the creep value C? to the compression index Cc must be approximately constant for a wide range of soils.
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