42952. The liquidity index is defined as a ratio expressed as percentage of
42953. The fluid generally used for grouting is
42954. A coarse-grained soil has a voids ratio 0.75, and specific gravity as 2.75. The critical gradient at which quick sand condition occurs, is
42955. The relationship between void ratio (e) and porosity ratio (n) is :
42956. Failure of the stability of slopes, generally occurs along
42957. In which country recently conducted the first Brain implantation?
42958. Geologic cycle for the formation of soil, is
42959. The weight of a pycnometer containing 400 g sand and water full to the top is 2150 g. The weight of pycnometer full of clean water is 1950 g. If specific gravity of the soil is 2.5, the water content is
42960. The maximum shear stress occurs on the filament which makes an angle with the horizontal plane equal to
42961. For determining the moisture content of a soil sample, the following data is available Weight of container = 260 g, Weight of soil sample and = 320 g container, Weight of soil sample (dried) and = 310 g container. The moisture content of the soil sample, is
42962. Buoyant unit weight equals the saturated density
42963. Name the Identity Card given to artisans in Gujarat for National recognition:
42964. A partially saturated soil is classified as
42965. Pick up the in-correct statement from the following: The soils which contain montmorillonite minerals
42966. For determing the specific gravity of soil solids, using a pycnometer of 500 cc., the following data is available : Weight of dry empty pycnometer = 125 g Weight of dried soil and pycnometer = 500 g Weight of dried soil and distilled = 850 g water filled in pycnometer up to top The specific gravity of soil soilds, is
42967. Who was appointed as Sub Collector of Thalassery to suppress the revolt of Pazhassi Raja
42968. A pile is being driven with a drop hammer weighing 1800 kg and having a free fall of 1.00 m. If the penetration with last blow is 5 mm, the load carrying capacity of the pile, -according to the Engineering News formula, is
42969. Name the robot has been introduced by Kumbakonam based City Union Bank to Improve customer Service:
42970. The ratio of settlement at any time 't' to the final settlement, is known as
42971. The Westergaard analysis is used for
42972. 260 g of wet soil was taken in a pycnometer jar of weight 400 g in order to find the moisture content in the soil, with specific gravity of soil particles 2.75. The weight of soil and remaining water filled in pycnometer without air bubbles was 1415 g and the weight of pycnometer filled with water alone was 1275 g. The moisture content in the soil is
42973. The earth pressure of a soil at rest, is proportional to (where φ is the angle of internal friction of the soil)
42974. A fundamental equation of void ratio(e), specific gravity (G), water content (ω) and degree of saturation (Sr) is
42975. The critical exist gradient of seepage water in soils, is
42976. Water content of a soil sample is the difference of the weight of the given sample at the given temperature and the weight determined after drying it for 24 hours at temperature ranging from
42977. The ratio of the volume of voids to the total volume of the given soil mass, is known
42978. The compression index of a soil
42979. Name the revolutionary Cuban leader who dies on 25th November 2016
42980. For a homogeneous earth dam 50 m high having 2 m free broad, a flow net was constructed and the results were : Number of potential drops = 2.4 Number of flow channels = 0.4. If coefficiency of permeability of the dam mateiral is 3 x 10-3 cm3/sec, the discharge per metre length of dam, is
42981. For shear strength, triaxial shear test is suitable because
42982. The degree of saturation of the soil sample stated in Q. No, 216, is
42983. Number of piles required to support a column, is
42984. The soil moisture driven off by heat, is called
42985. If the specific gravity of a soil particle of 0.05 cm diameter is 2.67, its terminal velocity while settling in distilled water of viscosity, 0.01 poise, is
42986. The direct shear test suffers from the following disadvantage:
42987. For a clay slope of height of 10 m, the stability number is 0.05, γ = 2.0 t/m3, C = 2.5 t/m2, the critical height of the slope of the soil, is
42988. The equation τ = C + σ tan φ is given by
42989. You are given a sample of soil containing coarse grains to determine its water content, you will use
42990. In which year NABARD was established?
42991. The maximum load carried by a pile, when it continues to sink without further increase of load, is known as
42992. The soil which contains finest grain particles, is
42993. The general relationship between specific gravity (G), weight of water (γω), degree of saturation (Sr), void ratio (e) and bulk density (γ), is
42994. The angle between the directions of the failure and the major principal plane, is equal to
42995. The compressibility of clays, is caused due to:
42996. A phreatic line is defined as the line within a dam section below which there are
42997. The ratio of the difference between the void ratio of the soil in its loosest state and its natural void ratio (e) to the difference between the void ratios in the loosest and fully dense state, is generally termed as
42998. Who is the present Chairman of National Hydro Electric Power Corporation?
42999. According to the Indian Standards the specific gravity is the ratio of the unit weight of soil solids to that of water at a temperature of
43000. Headquarters of the Securities and Exchange Board of India(SEBI)
Terms And Service:We do not guarantee the accuracy of available data ..We Provide Information On Public Data.. Please consult an expert before using this data for commercial or personal use
Powered By:Omega Web Solutions