B SITUATION 1:FOR A GIVEN SOIL SAMPLE, THE FOLLOWING ARE KNOWN. GS=2-74, MOISTUNIT WEIGHT = 20 6 kN/m²", AND MOISTURE CONTENT IS 16.6%to vhod wantving to find oub insinevomedslg allav6.) DETERMINE THE DECREE OF SATURATIONDETERMINE THE WEIGHT OF WATER IN KN TO BE ADDED PER CUBIC METEROF SOIL TOR 100% DEGREE OF SANRATION.ternini bean vd ba

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FOR A GIVEN SOIL SAMPLE, THE FOLLOWING ARE KNOWN. ES=2-74, MOIST UNIT WEIGHT = 20 6 kN/m², AND MOISTURE CONTENT IS 16.6% wub insinevom DETERMINE THE DECREE OF SATURATION 7.) DETERMINE THE WEIGHT OF WATER IN KN TO BE ADDED PER CUBIC METER OF SOIL TOR 100% DEGREE OF SANRATION. halosite sotai beoRD 150 pritainca alt doan vd ba

FOR A GIVEN SOIL SAMPLE, THE FOLLOWING ARE KNOWN. ES=2-74, MOIST UNIT WEIGHT = 20 6 kN/m², AND MOISTURE CONTENT IS 16.6% wub insinevom DETERMINE THE DECREE OF SATURATION 7.) DETERMINE THE WEIGHT OF WATER IN KN TO BE ADDED PER CUBIC METER OF SOIL TOR 100% DEGREE OF SANRATION. halosite sotai beoRD 150 pritainca alt doan vd ba

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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3ll 46ull zain 1Q ZAIN IQ V:01 K/s الخواص اله... HW2 HOMEWORK NO.2 EX.1 A soil sample has a unit weight of (1.9gm/cc) and the water content=12%, if Gs=2.65, determine: dry unit weight, degree of saturation, void ratio, porosity. EX.2 A partially saturated soil has a volume of (6x10*m') and weight of (0.902N). The sample is dried in an oven and its dried weight is (0.724N), if specific gravity is (2.6), find degree of saturation. EX.1 The mass of moist soil sample collected from the field is 465gm, and its oven dry mass is 405.76 gm. The specific gravity of the soil solids was determined in the laboratory to e 2.68. If the void ratio of the soil in the natural state is 0.83, find the following: 1. The moist density of the soil in the field (Kg/m') 2. The dry density of the soil in the field (Kg/m) 3. The mass of water, in kilograms, to be added in cubic meter of soil in the field for saturation
SOL the b... SHETLIGVIE gardles 4. A soil sample having a liquidity index of 0.85, a plasticity index of 16.50 and a plastic limit of 11.45. The soil sample has a specicfic gravity of 2.68 and a void ratio of 0.77. a. Compute the degree of saturation. b. Compute the air void ratio.
The total weight of soil sample is 56.7lb and the total volume is 0.5ft3 the dried weight is 48.7lb. specific gravity of soil is 2.69. Which of the following gives the dry unit weight of the sample? Ans: 97.42 pcf
5. The weight of a sample of partially saturated soil 600 g with a volume of 365 cm3 and after drying the weight became 543 g and the specific gravity of the solids 2.67 Calculate: 1- Water or moisture content 2- Void Ratio 3- degree of saturation 4- If the soil is saturated later without changing the volume, calculate the unit weight for it.
A saturated sample of undisturbed clay has a volume of 20 cm³ and weighs 33 g. After oven drying, the weighteduces to 21 g. Determine the following: (a) water content, Speeiravity, (d to d ithe lay samnle.
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Q2- Classify the soil of following properties according to Unified and Textural Classification Systems; L.L= 40% P.L = 35% (show all calculations and steps). Size, mm 0.212 0.15 0.075 0.02 0.006 0.004 0.001 % finer 100 89 (50+N) 47 38 30 (5+N) N=5
4. LL PL LAND A Water Content: 20% Pore number (e): 0.95 Table 1. Soil Properties LAND B 59% 24% 44% 0.87 a. What types of laboratory tests can be used to determine the permeability of soil B in Table 1.
Problem 3. A sample of moist soil was found to have the following characteristics: • Total volume: 0.01456 m³ Total mass: 25.74 kg Mass after oven drying: 22.10 kg Specific gravity of solids: 2.69 Find the density, unit weight, void ratio, porosity, and degree of saturation for the moist soil.
Find degree of saturation