Select the suitable answer for thefollowing questionsthe immediate strength gained incement soil stabilisation is due to...pozzolanic reactionenhanced workabilitynone of the mentionedO cation exchangecompaction improvement

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the immediate strength gained in cement soil stabilisation is due to..

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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If width of the expansion joint is 1.7 m in a cement concrete pavement. The laying temperature is 38°C and the maximum slab temperature in summer is 50°C. The coefficient of thermal expansion of concrete is 4 x 10-5 mm/mm / °C and the joint filler compresses upto 28% of the thickness. The spacing between expansion joints is S mm then Value of S is mm.
Q.1) Use the British method to design an air-entrained concrete trial mix with a volume of (0.07) m³, if you know the following: - The characteristic compressive strength at 28 days is (27) MPa, and k = 2.33, s-7 The used cement is ordinary Portland cement. - The slump = 75 mm. - The maximum free water to cement ratio=0.50 (by weight). - The minimum cement content = 300 kg/m³. - The maximum cement content = 550 kg/m³. Air content 6.0%. Maximum size of aggregate = 20 mm. - Type of aggregate: coarse: crushed, fine: uncrushed. % passing (0.6) mm sieve for fine aggregate = 70%.
4b) The limit state method of design overcomes many of the disadvantages of permissible stress and load factor methods. This is done by applying partial factors of safety, both to the loads and to the material strengths, and the magnitude of the factors may be varied so that they may be used either with the plastic conditions in the ultimate state or with the more elastic stress range at working loads. This flexibility is particularly important if full benefits are to be obtained from development of improved concrete and steel properties. Spell out the drawbacks and disadvantages of the two methods.
ASAP
The strength of concrete primarily depends on the:Type of aggregatesWater-cement ratioCuring timeMixing method
i need the answer quickly
what is the standard slump for portland cement concrete mixes.
The volume of one bag of cement is (a) 0.0214 cu.m (b) 0.0347 cu.m (c) 0.0434 cu.m (d) 0.0609 cu.m
Q Calculate the quarlity cement required in m for plaokering of mix of a wall of 5x4m with 12 mm thick plaoler 1:6.
I need the answer as soon as possible
Design a concrete mix for use in reinforced cement concrete work from the following data : ) Characteristic strength at 28-days = 25 N/mm2 (i) Type of cement = 43 grade ordinary Portland cement fi) Slump required = 30-60 mm; exposure = moderate %3D iv) 20 mm and 40 mm maximum size rounded gravel aggregate available (v) Natural sand is available as fine aggregate (vi) Specific gravity of coarse aggregate = 2.7 betpen AW (vii) Specific gravity of fine aggregate = 2.65 (Vim) The fine aggregate corresponds to grading zone II (Table 1.9).
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