28401. To convert the units of M.K.S. to units of S.I., a factor 9.80665 is used for
28402. SI unit for the surface tension, is
28403. The basic quantity in the International system of units, is
28404. Intensity of electric current is expressed in
28405. Who founded Aryasamajam?
28406. Yachana Yathra led by:
28407. ”Atmaanuthapam”is the work of:
28408. Swedesabhimani Ramakrishna Pillai died at:
28409. The code name of the first vehicle driven by man on the moon’s surface:
28410. The lateral earth pressure on a retaining wall
28411. The internal molecular attraction of a soil, the cohesion
28412. The quantity of seepage of water through soils is proportional to
28413. When drainage is permitted under initially applied normal stress only and full primarily consolidation is allowed to take place, the test is known as
28414. The minimum water content at which the soil retains its liquid state and also possesses a small shearing strength against flowing, is known
28415. Minimum size of the particles of silt soil, is
28416. The maximum value of effective stress in the past divided by the present value, is defined as over consolidation ratio (OCR). The O.C.R. of an over consolidated clay is
28417. Rewrite as directed: Find out the correct sentence.?
28418. Which disease is called ‘christmas disease’?
28419. Under-reamed piles are generally
28420. Pick up the clay soil group which does not swell when wet from the following :
28421. Factor of safety against sliding of a slope, is the ratio of
28422. The ratio of the volume of voids to the volume of soil solids in a given soil mass, is known
28423. A compacted soil sample using 10% moisture content has a weight of 200 g and mass unit weight of 2.0 g/cm3. If the specific gravity of soil particles and water are 2.7 and 1.0, the degree of saturation of the soil is
28424. A partially saturated sample of soil has a unit weight of 2.0 g/cm3 and specific gravity of soil particles is 2.6. If the moisture content in the soil is 20%, the degree of saturation is
28425. The two basic values of a constitutional government are?
28426. According to Coulomb's wedge theory, the active earth pressure slides the wedge
28427. Fill in the blanks with suitable words: In spite of very tight security , the prisoner ......... from the jail .?
28428. The effective size of particles of soil is denoted by
28429. Degree of saturation of a natural soil deposit having water content 15%, specific gravity 2.50 and void ratio 0.5, is
28430. The coefficient of compressibility of soil, is the ratio of
28431. If the failure of a finite slope occurs through the toe, it is known as
28432. Rankine's theory of active earth pressure assumes
28433. The water content of soil is defined as the ratio of
28434. Accurate determination of water content, is made by
28435. Stoke's law sates that the velocity at which a grain settles out of suspension, the other factors remaining constant, is dependent upon
28436. In which year IT act came into force in India?
28437. നമ്മുടെ പിൻകോഡിലെ ഏറ്റവും ഇടത്തേയറ്റത്തെ സംഖ്യ സൂചിപ്പിക്കുന്നത് എന്തിനെയാണ്? [Nammude pinkodile ettavum idattheyattatthe samkhya soochippikkunnathu enthineyaan?]
28438. If S, L and R are the arc length, long chord and radius of the sliding circle then the perpendicular distance of the line of the resultant cohesive force, is given by
28439. The liquid limit and plastic limit exist in
28440. Back fill with a sloping surface exerts a total active pressure Pa on the wall of height H and acts at
28441. The ratio of the weight of given volume of soil solids to the weight of an equal volume of distilled water at the given temperature, is known
28442. The ultimate Settlement of a soil is directly proportional to:
28443. The seepage force in a soil, is
28444. A soil has bulk density 2.30 g/cm3 and water content 15 per cent, the dry density of the sample, is
28445. In which place Mortuary temple of Seti 1 located?
28446. The clay soil mainly consists of
28447. The liquidity index is defined as a ratio expressed as percentage of
28448. The fluid generally used for grouting is
28449. 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
28450. The relationship between void ratio (e) and porosity ratio (n) is :