The surface joining the static levels in several non-pumping wells penetrating a continuous confined aquifer represents
Water-table surface
Capillary fringe
Piezometric surface of the aquifer
Physical top surface of the aquifer
Answer –Piezometric surface of the aquifer
Critical shear stress of cohesive sediment
Decreases with the void ratio for a given plasticity index
Increases with the plasticity index for a given void ratio
Increases with shear strength for a given clay content
All of the above
Answer –All of the above
EDTA titration method of hardness determination of water sample uses an indicator which combines with hardness-causing divalent cations and forms a coloured complex.The name of the indicator and the colour of the formed complex respectively are
Ferroin and dark blue
Ferroin and wine red
Eriochrome Black T and dark blue
Eriochrome Black T and wine red
Answer — Eriochrome Black T and wine red
The porosity of a soil sample having its void ratio equal to unity would be
33.33%
60.0%
66.66%
75.0%
Answer –60.0%
The porosity of a certain soil sample was found to be 80% and its specific gravity was 2.7 the critical hydraulic gradient will be estimated as
0.34
0.92
1.0
1.5
Answer –0.34
For the determination of shear strength parameters, a and b, of soil in the laboratory,the test to be conducted will be
Triaxial compression test
Sieve analysis
Compaction test
Relative density test
Answer –Triaxial compression test
The field density and field moisture content of a soil can be determined by 1.Core cutter method
2.Sand replacement method
3.Proctor compaction test
4.Modified proctor compaction test
1, 2,3 and 4
1 and 2 only
2 and 3 only
2 and 4 only
Answer — 1 and 2 only
If the whole circle bearing is 315°20′, its quadrantal bearing would be
S 36° 30′ W
N44°40’W
N 57° 24′ W
S 60° 40′ W
Answer –N44°40’W
If the observed fore-bearing of a line xy is 16° 26′, the back bearing of this line is
103° 26′
118° 36′
196° 26′
206° 26′
Answer — 196° 26′
The sub-tense tacheometry method is adopted when the ground is
Flat
Inclined
Undulating
A water-body
Answer — A water-body
In an instrument, the bubble tube with divisions of 1mm and a radius of 0.9m has the sensitivity of
1/2
1/70
1/90
1/900
Answer — 1/900
A contour may be defined as an imaginary line passing through
Points on the longitudinal section
Points of equal elevation
Point of equal local ground slope
Points of transverse section surveys
Answer — Points of equal elevation
A closed contour line with two or more higher contours inside it will represent a
Depression
Hill
Cave
Well
Answer — Hill
Concrete Recycling
Water-table surface
Capillary fringe
Piezometric surface of the aquifer
Physical top surface of the aquifer
Answer –Piezometric surface of the aquifer
Critical shear stress of cohesive sediment
Decreases with the void ratio for a given plasticity index
Increases with the plasticity index for a given void ratio
Increases with shear strength for a given clay content
All of the above
Answer –All of the above
EDTA titration method of hardness determination of water sample uses an indicator which combines with hardness-causing divalent cations and forms a coloured complex.The name of the indicator and the colour of the formed complex respectively are
Ferroin and dark blue
Ferroin and wine red
Eriochrome Black T and dark blue
Eriochrome Black T and wine red
Answer — Eriochrome Black T and wine red
The porosity of a soil sample having its void ratio equal to unity would be
33.33%
60.0%
66.66%
75.0%
Answer –60.0%
The porosity of a certain soil sample was found to be 80% and its specific gravity was 2.7 the critical hydraulic gradient will be estimated as
0.34
0.92
1.0
1.5
Answer –0.34
For the determination of shear strength parameters, a and b, of soil in the laboratory,the test to be conducted will be
Triaxial compression test
Sieve analysis
Compaction test
Relative density test
Answer –Triaxial compression test
The field density and field moisture content of a soil can be determined by 1.Core cutter method
2.Sand replacement method
3.Proctor compaction test
4.Modified proctor compaction test
1, 2,3 and 4
1 and 2 only
2 and 3 only
2 and 4 only
Answer — 1 and 2 only
If the whole circle bearing is 315°20′, its quadrantal bearing would be
S 36° 30′ W
N44°40’W
N 57° 24′ W
S 60° 40′ W
Answer –N44°40’W
If the observed fore-bearing of a line xy is 16° 26′, the back bearing of this line is
103° 26′
118° 36′
196° 26′
206° 26′
Answer — 196° 26′
The sub-tense tacheometry method is adopted when the ground is
Flat
Inclined
Undulating
A water-body
Answer — A water-body
In an instrument, the bubble tube with divisions of 1mm and a radius of 0.9m has the sensitivity of
1/2
1/70
1/90
1/900
Answer — 1/900
A contour may be defined as an imaginary line passing through
Points on the longitudinal section
Points of equal elevation
Point of equal local ground slope
Points of transverse section surveys
Answer — Points of equal elevation
A closed contour line with two or more higher contours inside it will represent a
Depression
Hill
Cave
Well
Answer — Hill
Concrete Recycling
The CSI hopes that raising awareness of concrete recycling will promote discussion among all relevant stakeholders and lead to an increase in recycling of concrete. Cement producers can indirectly support this through the work of subsidiaries in the concrete, aggregates and construction industry.
In its report “Recycling Concrete” the CSI argues that the recycling of concrete can reduce natural resource exploitation and waste going to landfill. The report asks for an ultimate goal of “zero landfill” of concrete.
The recovery of concrete falls between standard definitions of reuse and recycling: concrete is broken down into aggregates (granular material), generally to be used in road works, but also as aggregates in new concrete. Recovering concrete has two main advantages: it reduces the use of new virgin aggregate and the associated environmental costs of exploitation and transportation, and it reduces landfill of valuable materials.
While in some countries near full recovery of concrete is achieved, in most parts of the world the potential to recover concrete is overlooked and it ends up as unnecessary waste in landfill. This is generally the result of low public concern, as the waste poses relatively low hazard risks compared to other materials.
The CSI recommends that governments and key stakeholders publicize data on construction and demolition waste and develop reliable and consistent statistics; that they develop economic incentives and legislation to allow infrastructure that promotes concrete recycling (particularly green building schemes); and that they set targets for the use of recycled concrete in both road construction and building industries.
Full Report : http://www.wbcsdcement.org/index.php/key-issues/sustainability-with-concrete/concrete-recycling
Full Report : http://www.wbcsdcement.org/index.php/key-issues/sustainability-with-concrete/concrete-recycling