QUESTION 8 The slope factor for bad soil is: O 1:3 O 1:1 O 1:2 None of the answers are correct QUESTION 9 The height (depth) of excavation is: O 1.30 m O 1.20 m O 1.40 m None of the answers are correct QUESTION 10 The bottom width of excavation is: O 1.20 m O 1.45 m O 1.50 m.
Q: 9.12 An unsupported excavation is made to the maximum possible depth in a clay soil having Y, = 18…
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Q: 3. A Cone Penetration Test result were given in the table below. A. Plot the cone penetration test…
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Q: An excavation is to be performed in a stratum of clay, 9 m thick, underlain by a bed of sand. In a…
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Q: concept of slope stability in fine soil the factor that affect the stability and the causes of…
A: Concept of slope stability Slope stability is the potential of soil covered slopes to withstand and…
Q: Repeat Problem 3.6 using Eq. (3.30).
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Q: Refer to Problem 3.4. Using Eq. (3.28), determine the average relative density of the sand. Assume…
A: Given; depth=6m Dry unit weight of sand from 0 to a depth of 6m =18kN/m3 Saturated unit weight of…
Q: Saturated silty clay encountered in a deep excavation is found to have a water content of 28%.…
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Q: Geotechnical Engineering-2 Question-1: a. A fill load is applied on ground surface. WT being on…
A: Required: To provid explanation for following topics a. A fill load is applied on ground surface. WT…
Q: the results of under drained traxial tests with pore water pressure measurement on compacted soil at…
A: For multiple question types, as per company policy, we are supposed to answer only the first…
Q: 1. For the borrow pit shown in the following figure, compute the excavated volume in cubic feet. The…
A: Finding average depth, area , volume :
Q: Refer to Problem 3.4. Using Eq. (3.22), determine the average relative density of sand.
A: Given: The ground water is located at depth of 6m. The dry unit weight of sand from 0 to 6 m is 18…
Q: (c) A clay layer of 10 m thick with an average bulk unit weight y = 18.5 kN/m³ overlies a sand…
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Q: For the trial slip circle shown in figure. Calculate the factor of safety. [Given data : weight of…
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Q: An excavation is to be performed in a stratum of clay, 9 m thick, underlain by a bed of sand. In a…
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Q: Define Normalized Load vs. Displacement Behavior of Drilled Shafts in Granular Soils (from Rollins…
A: Answer:- Behavior of drilled shafts in granular soils:- Non dimensional results obtained from uplift…
Q: Following is the variation of the field standard penetration number (N60) in a sand deposit: The…
A: Data Given Dry unit weight of sand from 0 to 6 m = 18 kN/m3 Saturated unit weight of sand from 6 to…
Q: Civil Engineering The cohesion (c), angle of internal friction (0) and unit weight (y) of a soil are…
A: Given- Cohesion of the soil-C=15 kPaangle of internal friction-ϕ=20ounit weight of the soil -γ=17.5…
Q: A cut slope was excavated in saturated clay for installation of water piping system. The angle Bof…
A: Undrained cohesion is one of the parameters used in solving various geotechnical-related problems.…
Q: A cut slope was excavated in saturated clay for installation of water piping system. The angle Bof…
A: Slope Stability Analysis is the soil exploration for the excavation of any soil, cutting at any…
Q: A soil excavation was done until 4m below the surface of the soil. It was identified that the…
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Q: An excavation was made in saturated, soft clay (øu=0), with its sides vertical. When the depth of…
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Q: Cell Deviator Pore Stress Pressure pressure 200 kPa 400 kPa 600 kPa 117 kPa 242 kPa 367 kPa 110 kPa…
A: The answer is found to be Angle of internal friction= "18.40°" For explanation please refer the…
Q: exploratory drill hole was made in a stiff saturated clay (Gs = 2.72, and w = 35%). The sand layer…
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Q: 6 m r= 9.00 m 20 kN/m? 2.8 m 1.50 m 2.00 m 1.90 m LBC = 4.4 m %3D Soil (1) 4.00 m LBD = 2.1 m t.…
A: The given data is: Unit weight of soil (γ) = 19 kN/m3 Characteristic undrained strength (cu) For…
Q: Saturated clay encountered in a deep excavation is found to have a water content of 28%. Determine…
A: We will use formula of saturated weight.
Q: Q.4) Detemine and plot the variations of total and vertical stresses and pore water pressure with…
A: Given data- To find- Total, effective, and pore water pressure.
Q: The results of a three consolidated undrained tri-axial test on saturated clay are as follows:…
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Q: Define the Correlation between qc and Drained Friction Angle (Q') for Sand ?
A: It is defined as a long-term analysis in which the excess pore pressure is there so water is not…
Q: An excavation is to be performed in a stratum of clay, 9 m thick, underlain by a bed of sand. In a…
A:
Q: Q1. For the slope shown in the figure, determine P 7.25 m (kN/m) so that the factor of P(kN/m)…
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Q: 3. A Cone Penetration Test result were given in the table below. A. Plot the cone penetration test…
A: Depth qc(MPa) qs(KPa) FR (%) Soil classification 0.5 1.86 22.02 1.19 Silt mixture clayey silt to…
Q: 9.4 An exploratory drill hole was made in a stiff saturated clay (see Figure 9.9). The sand layer…
A: Objective: To determine the depth of excavation before heaving occurs. Given, Artesian pressure…
Q: What is the difference between finding liquid limit of soil with Casagrande apparatus and Cone…
A: Casagrande method to find liquid limit of soil sample: In Casagrande method, the liquid is…
Q: An excavation is to be performed in a stratum of clay, 9 m thick, underlain by a bed of sand. In a…
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Q: A clay layer 5 m thick has double drainage. It was consolidated under a load of 127.5 kN/m2. The…
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Q: An excavation is to be performed in a stratum of clay, 9 m thick, underlain by a bed of sand. In a…
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Q: Q.4 A 40° slope is excavated to a depth of 8 m in a deep layer of saturated clay having strength…
A: The given figure is shown below:
Q: IN A 6M THICK STRATUM OF FINE SAND HAVING SUBMERGED DENSITY OF 11KN/M³, QUICK SAND CONDITION OCCURS…
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Q: The soil profile at a site up to a depth of 10m is shown in the figure (not drawn to the scale). The…
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Q: An unsupported excavation is made to the maximum possible depth in a clay soil having Y₁ = 18 kN/m³,…
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Q: For the trial slip circle shown in Figure Q4, calculate the factor of safety. Weight of soil = 346…
A: Hello dear this is the solution of your problem The answer is found to be Factor of safety=1.1445…
Q: 7. Refer to soil profile shown in Fig. 1. If the cone penetration resistance (qe) at 'A' as…
A: Given:- The cone penetration resistance (qc) at A = 0.6 MN/m2 The unit weight of the clay = 18.3…
Q: 9.4 An exploratory drill hole was made in a stiff saturated clay (see Figure 9.9). The sand layer…
A: FIND Saturated Unit weight :γsat=G+e1+eγwSe=wGe=wGγsat=2.72+0.34×2.721+0.34×2.729.81=18.576kNm3
Q: Q.01 0.02 0.04 0 06 0.10 0.2 0.50 L 04 0.6 1.0 2 3456 8100 0.60 12.0 m 18.0m 19.0m 045 0.45 6.0 m 0…
A: Solution:- We know that the equation obtained by Boussinesq for computing vertical stress for…
Q: For the trial slip circle shown in figure, calculate the factor of safety. [(Given: weight of the…
A:
Q: 4.An exploratory drill hole was made in a stiff saturated clay having a moisture content of 22% and…
A: a)The bottom of the excavation is stable, the total stress acting on upward and downward pressure is…
Q: (a) Compute the intensity of passive earth pressure at a depth of 8m in a cohesionless sand with an…
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- Question 48 schedule is a schedule in which the resources for a project are assigned to activities so the activities can be closely monitored. O resource-loaded O time-loaded A look-ahead O preliminary amazon Bcer F12 Scr Lk Artêtdéf PrtSclimpréc SysRg/Syst. F4 F5 F6 F7 F8 F9 F10 F11 Bre VAPlease show service moment of asd too. Thank you so muchbint Pr X y Term ProjectCx y SURP 816: Phy X E TEC 3739 Gro x M V Lab Example E Foundation HV x Phase 2 Repor X A asulearn.appstate.edu/mod/quiz/attempt.php?attempt=3358733&cmid%3D2173348 as learn A ULC C3739-101_MATERIALS AND STRUCTURES III (SPRING 2022) ard/ My courses / Spring 2022 / TEC3739101-12999202210 (SPRING 2022) / HOMEWORK / Foundation HW - Part III (Due date: 04/04/2 n1 Please round to the nearest One (i.e., 1). No Comma! The results of a plate-load test in a sand soil are shown below. The size of the plate is 0.275m x 0.275m. If a square column foundation (5m x 5m) that should carry a load of 5000kN, what is the estimated settlement of the ed out of foundation? Load/unit area Settlement Load/unit area (kN/m?) (KN/m?) (mm) 800 200 400 600 200 6 300 10 400 13 500 20 20 600 29 30 40 50 60 70 Answer = mm MacBook Air Settlement (mm)
- Need it asap pls, thankyouFOR ALL PROBLEMS, DETERMINE THE AFD, SFD, AND BMD MAKING SURE TO SHOW AL WORK REQUIRED To OBTAIN EACH DIAGRAM. 3 kip 10' D 20'b) Classify each work breakdown structure for the proposed two-storey according to the three (3) construction stages? FABRICA TION FABRICATION OF OF FORMWORKS (REINFORCING BARS SEEL TRUSES ABRICATION OF BUILDING PERMIT (CONSTRUCTION OF TEMPORARY FACILITIES (CLEARING AND GRÜBBING DEWATERING (IF ANY) PLACEMENT OF REINFORCING BARS OF FOOTING FOUNDATION MOBILIZATION STAKE OUT EXCAVATION SOL POŠONING INSTALLATION OF REINFORCING BARS OF CONCRETE HOLLOW BLOCKS (CHB NSTALLATON CE STARTER BARS OF COLUMNS ----- SOIL POISONING OF STRUCTURAL BACKFILL COMPACTION OF STRUCTURAL BACKFILL CONCRETE, POURING OF FOOTING AND TE BEAMS PROVISION OF FORMWORKS FOR TE BEAMS INSTALLATION OF REINFORCING BARS FOR TIE BEAMS ACKFILL INSTALLATION OF REINFORCING B ARS FOR GIRDER AND BEAMS INSTALLA IION OF ELECTRICAL CONDUI TS INSIDE THE COLUMNS (IF ANY) L------- ------ INSTALLATION OF SHRINKAGE AND TEMPERATURE REBARS CF SLAB-ON-GRADE PREPARATION OF FORMWORKS FOR COLUMNS POURING OF CONCRETE AT MID OF COLUMN HEIGHT…