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Title: WORK SUPERINTENDENT- AGRICULTURE- SOIL CONSERVATION UNIT- psc previous question paper
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Posted By: anusree
Created at: Friday 21st of April 2017 04:24:13 PM
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1._________________is provided on the road edge to serve as a emergency lane for vehicles compelled to taken out of the pavement.
(A)Kerb(B)Shoulder
(C )Carriage wayCarriage way(D)Gradient

2.The brick laid with its breadth parallel to the face of awall is known as :
(A)Stretcher bond(B)Zigzag bondZigzag bond
(C )Garden wall bond(D)Header bondHeader bond

3.Bearing pile is situated in :
(A)Hard stratum(B)Water
(C )Above ground levelAbove ground level(D)None of these

4.The camber provided for gravel road is :
(A) ....etc

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Title: TACER - SOIL SURVEY AND SOIL CONSERVATION-KERALA PSC PREVIOUS QUESTION PAPER
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1.The dynamic viscosity of most of the gases______________with rise in temperature.
(A)Increases(B) Decreases
(C ) Does not change significantly (D) None of these

2.)Buoyant force is___________.
(A)Resultant of up thrust and gravity forces acting on the body
(B)Resultant force on the body due to the fluid surrounding it
(C )Equal to the volume of liquid displaced by the body
(D)Resultant of static weight of body and dynamic thrust of liquid

3.)The type of flow in which the velocity of every particle varies from ....etc

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Title: soil liquefaction seminars report
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Title: LIQUEFACTION POTENTIAL ASSESSMENT
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Created at: Friday 30th of January 2009 06:50:42 PM
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Liquefaction and related phenomena have been responsible for tremendous amounts of damage in historical earthquake around the world. Especially, its devastating effects sprang to the attention of geotechnical engineers in a three-month period in 1964 when the Niigata earthquake in Japan followed the Good Friday earthquake in Alaska. Evaluation of liquefaction resistance of soils is an important step in many geotechnical investigations in earthquake-liable region. The most common procedure around the world for evaluating liquefaction resistance ....etc

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Title: Liquefaction Potential Assessment
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Posted By: computer science crazy
Created at: Wednesday 08th of April 2009 01:34:21 AM
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Liquefaction and related phenomena have been responsible for tremendous amounts of damage in historical earthquake around the world. Especially, its devastating effects sprang to the attention of geotechnical engineers in a three-month period in 1964 when the Niigata earthquake in Japan followed the Good Friday earthquake in Alaska. Evaluation of liquefaction resistance of soils is an important step in many geotechnical investigations in earthquake-liable region. The most common procedure around the world for evaluating liquefaction resistance ....etc

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Title: detailled study of liquefaction
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Posted By: musicabhi
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Title: Seismic Analysis Of Structures Bridges Liquefaction Potential Assessment
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Posted By: musicabhi
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Title: LIQUEFACTION AND DUCTILITY
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Posted By: seminar surveyer
Created at: Saturday 01st of January 2011 03:47:08 PM
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Liquefaction
Liquefaction is a physical process that takes place during some earthquakes that may lead to ground failure. As a consequence of liquefaction, soft, young, water-saturated, well sorted, fine grain sands and silts behave as viscous fluids rather than solids.
Liquefaction takes place when seismic shear waves pass through a saturated granular soil layer, distort its granular structure, and cause some of its pore spaces to collapse.
The collapse of the granular struct ....etc

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Title: SEMINAR REPORT ON EVALUATION OF FLOW LIQUEFACTION AND LIQUEFIED SHEAR STRENGTH
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Posted By: summer project pal
Created at: Saturday 05th of February 2011 10:13:50 AM
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SEMINAR REPORT ON EVALUATION OF FLOW LIQUEFACTION AND LIQUEFIED SHEAR STRENGTH USING CONE PENETRATION TEST


ABSTRACT

Flow liquefaction is a major design issue for large soil structures such as mine tailings impoundments and earth dams. If a soil is strain softening in undrained shear and, hence, susceptible to flow liquefaction, an estimate of the resulting liquefied shear strength is required for stability analyses. Many procedures have been published for estimating the residual or liquefie ....etc

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