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- Q.3/ Complete the following sentences, Select 10 only; - 1. The powder that present on slip surface of fault is called. 2. Contour lines of horizontal beds are always,........ 3. Splendid luster is present in ***** 4. The vertical distance between any two adjacent contour lines is nominated 5. Sedimentary rock with more than 80% of fossil tests is defined as 6. The discontinuity that separated sial and sima is. 7. Symmetry is 8. The wave that can pass through all media is ........ 9. means some light can pass through the matter. ***** 10. .......... angle means intersection of three or more crystal faces. 11. The crust and most upper part of mantle is calledless clay content in aggregate lead to enhance ... ..... ....Answer the void less clay content in aggregate lead to enhance ……………
- what is the cause of saoil consolidation? water table draw down new overburden change of effective stress new structure load all available optionsDefine Mohr–Coulomb Failure CriterionExplain and state visual stability index, if in slump flow test there occurs clear segregation and bleeding of halo greater than 10mm in self compacting concrete
- : 4.34 kg Weight of cement Weight of Fine aggregate kg 8.68 : 17.36 kg M20carede Weight of coarse aggregate Weight of Water 2.36 L. Slump Test Results Group No Diagram of your slump N/mm? Mix Strength 20 mm Slump 25 Type of SlumpWith complete Solution pls1. Calculate the following properties for the data provided in the Table below for a coarse aggregate sample. a. Bulk SSD specific gravity b. Bulk Dry specific gravity A Bulk Dry Sp. Gr. = c. Apparent specific gravity d. Absorption capacity. В — С B Bulk SSD Sp. Gr. = В — С where A Apparent Sp. Gr. = А — С A = dry weight B = SSD weight C = submerged weight В — А (100) A Absorption (%) Weight of Pan + Oven- Dry Aggregate Weight of Pan Weight of Submerged Aggregate Weight of Pan + SD Aggregate 0.8495 Ib 1.9885 lb 0.6870 lb 1.9630 Ib 2. If the Moisture Content of a stockpile sample of the same coarse aggregates is 1.85 %, what is the moisture state of aggregate sample? Select from the four standard moisture states. Explain how you arrived at the answer. 3. If Bulk unit weight of coarse aggerates is 98 Ib/ft³determine the % Voids of dry-rodded aggregate. Youlk S.G(Bulk Dry)*Pwater %Solids * 100 4. Determine the % solids for 2 cases discussed in pre-lab video by using below data.…
- Find Void ratioWhat is 'the' cause of soil consolidation water table draw down new overburden New structure loads all the available options change of effective stressRefer to the constant head permeability test shown in the figure above. For a test, these values are given: L = 280 mm Area of the specimen A = 165 cm? Constant head difference h = 500 mm Water collected in 3 min Q = 560 cm³ Calculate the hydraulic conductivity in cm/s. (Enter your answer to three significant figures.) k = cm/s