Ex;- Por the profk shewn inPg Calculate He thickFgclay layer so thaf Hhe $ effeclie tertical stvess at bohof clay layer is250 KNIMSandGse 2.75neaHSe 20y.一h.9-23 MGs 2-S

Answered: Image /qna-images/answer/afafae25-914c-4f10-a905-d8ccb5360f03.jpg

Answered: Ex;- Por the prokk shewn in Pg…

Ex;- Por the prokk shewn in Pg Calculate He thick dlay layer sa that Hhe elfeclie fertical sivess at boch of clay layer is 250トN Sand Gse 2.75 Se207- 一 h.9-23 M 149.5 KN

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: For the layered soil shown in the figure, H, - 5 m, H3-5 m, and H 20 m. The soll densities are PL =…

Q: Q9) The saturated clay sample put into the wax with unit density of 0.8gm/cm³ and its weight 8gm.…

A: Density of the waxγwax=0.8 gm/cm3 and mass of wax Mwax=8 gmvolume of wax=mass density=80.8=10…

Q: JA specimen. of Soil is found to have a wet mass of 67.9, and a dry mass of 112 gm. The . Nal ume…

Q: A partially saturated soil specimen has a fotal mass M:1360.52 gm and water content w:28-35 % and…

Q: For a given goil, thow that sat Y sat

Q: A consolidated drained (CD) triaxial test was conducted on a granular soil. At failure the cell…

A: Given data : Deviator stress (σd)=8505 psfConfining pressure (σ3')=3150 psf

Q: The results of an SPT investigation at a site in Cool, CA yield a value of Neo of 7 for a saturated…

A: Given data : N60 = 7 Sand layer span = 3 m Friction angle ?

Q: 20 - In the .... the analysis is separated in three distinct parts which are combined together to…

A: Option A us the correct option.

Q: A partially saturated soil specimen has a fotal mass M:1360.52 gm and a weter content w-28.35% and…

Q: The table below shows results of scrics of (Uutest) (arried saturated o of normaly consolidated…

Q: Three samples of soil are tested under consolidated undrained conditions with measurement of the…

A: Mohr circle is drawn to find the failure envelope and further the shear parameters of the soil. The…

Q: Q. No. Estimate the primary consolidation settlement of the clay layer a) shown in the Figure below.…

Q: 18 - The congromlrite rocks have the grain size equal to; d) Clay a) Gravel E)O b) Sand 406935 c)…

A: Introduction : Particle size is an essential textural feature in clastic rocks because it offers…

Q: 0/If twet density was 18 KN Hm² and dry density was 14 KN/m and porosity#=0-4, then find (St degree…

A: To find the Degree of Saturation-

Q: Coefficient of permeability of soil O(A) Does not depend upon temperature O(B) Increases with the…

A: Coefficient of Permeability is inversely proportional to viscosity . Viscosity is inversely…

Q: Clay mineral type Kaolinite have Gibbsite: Silicate mineral structure of a.1:1 b.2:1 с.2:2 d.1:2…

A: We are not supposed to answer more than 3 questions. Still, I am answering 5 questions. I hope they…

Q: A moist soil weighed 895 g with a volume of 425 cm3. After drying, the sample weighed 775 g. Of the…

Q: A SOIL HAVING A VOLUME CONTENT OF SAMPLE HAS A MASS, OF 830 GRAMS FROM THE FIELD TAKEN X 10-3 cu m.…

A: Given: The mass of the soil sample is 1830 gm. The volume of the sample is 1 x 10-3 m3. The specific…

Q: 11. Given: Undrained Trixial test on saturated pure clayey layer with the following data: O,- 150kPa…

Q: Problem 3-A wet sand sample has a volume of 4.64 x 104 m³ and welghts 8 N. After oven deving the…

A: Given data : Dry weight (WDry)=7.5 NMoist weight (WM)=8 NVolume (V)=4.64×10-4 m3

Q: As the relative density of soil increases, the permeability ___________. Plz choose right answer…

A: Relative density is the ratio of the density of a particle to the density of given material and also…

Q: i) Determine the existing overburden effective stress at mid of clay layer ii) Settlement in clay…

Q: The silt factor used by Lacey in his regime theory was equal to 1.0 for upper Bari-doab alluvium.…

A: Given - The silt factor, f = 1.0 To find - The median size of the alluvium.

Q: A natural sol sample collected 20100 (m. Bulk from field has a ve lome of driod Based 50-5 k9 and…

A: Given: Volume of soil =20100cm3Mass of soil sample=50.5kgOven dry sample of soil=40.66kgGs=2.65…

Q: Tr vold ratio ofa soil is 0,2, caleutate its porosty,

A: Given data : Void ratio (e) is defined as the ratio of volume of void to the volume of solid…

Q: produces the loss of strength in saturated, cohesionless soils due to the build-up of pore water…

A: Solution liquefaction is the phenomenon that decreasing the volume due to the dynamic loading

Q: A compressible layer whose total consolidation settlement is expected to be 20 cm under a given…

Q: The improved workability produced by superplasticizers is of short duration and thus there is high…

A: Superplasticizers are used to produce high strength concrete with reduced water content for the same…

Q: In a falling head permeability test the sample was 18cm long and having cross- section area of 22cui…

Q: Three samples of soil are tested under consolidated undrained conditions with measurement of the…

Q: a soil at a void natio The. hy draulic conducti vity of 0.047. cm/s. Esbimate the hydnaulic…

A: Given that,, Void ratio (e1 ) = 0.8 e2= 0.5 Hydraulic conductivity = k1 = 0.047cm/s K2= ?

Q: Select the right answer of the following 1. Stress caused Failure of Noll is known : . Internal…

A: 2 - Option C is correct remains constant

Q: Write the conditions for typical mode of failure of soil

Q: TT. Taple were ODtained compression tests of three identical Soil speci mens. Cell Fresure (kra)…

Q: Find Void ratio

A: Introduction : Void ratio is ratio of volume of void upon volume of solids Given data : The value…

Q: Il.pdf C:/Users/YONAST%20TSIGHE/Downloads/BYG504%20G%20Geoteknikk%2011.pdf Water content of a…

Q: in compaction testlf (G.S=2.65, Ydry max=18.10 kN/m3, and degree of saturation =90 %) find o.m.c

Q: A soil sample with Gs=02.75 ,e=0.8 and w(moistore condent)=0.08 and has a Volom e of O.5m3 %3D then…

Q: For a soil sample brought from a site, the dry unit wight is 16.65 kN/m3 and its specific gravity is…

A: Given: Dry unit weight (γd)=16.65kN/m3Specific gravity (Gs)=2.65water occupies 50% volume of…

Q: consolidated and a A soil sample op saturated clay From test has a total weight op 1.524 kg OF the…

Q: Q1) A) The moist weight density 0f soil 16.5 kN/m³ . Given that the w = 15% and Gs = 2.70 , find :…

Q: On a construction Site, the soil Bulk density and water Content have been measured as P-1800 kg/m'…

A: Given data : Bulk demsity (ρ)=1800 kg/m3Water content (w%)=20%Specific gravity (GS)=2.65γW=9.81…

Q: Classify soil according to USCS&MIT.

A: We need to first find the % finer and plot the gradation curve % finer = 100 - % accummulative…

Q: 1,0 m w G 4 m (ININININININI I DRY BARK CLAY | VINININININININININIK TIKININK y=18 kN/m³ PVP Y... Sa…

Q: For a given soil show that: n = Ysat - Ya Ya - Ysat + Yw -(1-n)

Q: 4-When consolidation of a saturated soil sample occurs, the degree of saturation a- increases b-…

Concept explainers

Pricing Excavation and Backfill

Backfill, in construction, is the activity of returning the soil and gravel that are removed during building construction or using them again to toughen and support the foundation of the building or any other structural component.

Question

100%

Ex;- Por the profk shewn in
Pg Calculate He thick
Fg
clay layer so thaf Hhe $ effeclie tertical stvess at boh
of clay layer is
250 KNIM
Sand
Gse 2.75
neaH
Se 20y.
一
h.9-23 M
Gs 2-S

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

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
11₁. خطأ درجة 0.00 من 1.00 X A new building is planned upon the site shown below. Assume that the clay solids have a specific gravity of 2.67. (for clay layer, eo=0.91, LL=50%, ysat=120pcf) & feet 7110 pct. 7 feet 17 feet ww.349, LL50%.120 pct The initial effective stress (ksf) at :the mid of clay layer is The total consolidation settlement :(inch) is The final effective stress (ksf) at the :mid of clay layer is .Your answer is incorrect X - 6.736 ▼ 2.407 مراجعة X -7.6 سؤال 1 الجواب الصحيح هو: The initial effective stress (ksf) at the mid of clay layer is: → 1.74, The total consolidation settlement (inch) is: → 7.6, The final effective stress (ksf) at the mid of clay layer is: → 2.74 |||
i need the answer quickly
09) The saturated clay sample put into the wax with unit density of 0.8gm/cm and its weight 8gm. The total volume of the sample 227cm and its weight 394gm, find the unit weight of the clay?
Q-The spherical grit particles, having a radius of 0.01 mm and specific gravity of 3.0, need to be separated in a settling chamber. It is given that g=9.81m/s² the density of the liquid in the settling chamber =1000kg / m³ the kinematic viscosity of the liquid in the settling chamber = 10 m² (s Assuming laminar conditions, Find the settling velocity.
Consolidation of Settlemint
compacting soil reduces the permeability True O False as the maximum dry density at lab increases relative compaction * increases True False Sheep's foot roller equipment is for * cohesive soil True False air content curve means zero air * ontentonly
Subject: Soil Mechanics
سهلت
Ex Two identical soil samples (A) and (B) of a fully saturated N.C.C. were tested. Sample (A) was subjected to an unconfined compression test and failed when the deviator stress (OT-13) was (200) kN /n². Sample (B) was tested under UU conditions with a cell pressure of (300) kN/m². The pore water pressure at failure. was (200) kN/m². a) What was the pore water pressure at failure in sample (A). b) If C=o, Find (2) for this clay. (Itint. Start with soil B, and that (OJ) un= (FJ) afined). unconfined
ps. not graded
Q-1: Estimate the consolidation settlement due to the lowering of the water table from the location No. 1 to the location No. 2 in the soil profile. 1 6 m Sand 2 Ya(sand) =17kN/m3 2 m Ysat(sand) = 19kN /m³ 4 m Clay LL = 40%, e, =0.95 Y sat(clay) =18.6kN/m³ Bedrock