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Q. Show the Continuous Piezocone Penetration Test?
Continuous piezocone penetration test essentiallycomprises standard cone penetration test and a measurement of pore water pressure. Three key parameters viz. sleeve friction, tip resistance and pore water pressure measurement are measured under this test.
Pore water pressure produced in the soils during penetration of the cone is measured. An electrical transducer situated inside the piezocone behind saturated filter is used for the measurement. By analysing the results of pore pressure with depth, stratigraphy of fine-gained soils with various layers is attained readily.
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Functions of different reinforcement in a typical pile cap Loads from columns transferring to pile cap persuade tensile forces at the bottom of cap. For example, by using trus
natural phenomenon affecting the designs of harbours
Q. Corner reinforcement for concrete pavement? Let's consider a panel of concrete slab without any load transferring devices at it edges. When concrete panel is subjected to tr
Wet Mix Macadam: For heavily trafficked highways, the granular bases are constructed using Wet Mix Macadam (WMM). The WMM is a specification in which well graded aggregate is
Q. Differences between open shield and closed shield? Open shield type TBM refers to those providing lateral support only. They can be further classified into single shield and
Common defects - bituminous roads: Cracks can be filled with a bitumen emulsion. Wide cracks can be filled with premix sand asphalt. If an overlay is to be laid on a cracke
Q. What are basic types of elastomeric bearings? Three basic types of elastomeric bearings are used. 1. Plain elastomeric pads 2. Steel reinforced elastomeric pads 3.
Explain the term - Moderate Prestressing In this form of prestressing, no limit is imposed on the magnitude of tensile stresses which may be produced in a concrete member unde
The thiclcness of the normally consolidated soft clay layer is 6 m. The natural water content is 31 percent. The specific gravity of the soil being 2.68 with a liquid limit of 4
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