9:25 PM docs.google.com/forms/d/e/l B) From the given formation of soil, the water table is located 10m. below the ground surface. kN y = 21.20- m3 EW. 6.5 m a GWT kN Ysat = 25.25 m3 7,6 a C REX P 20. Compute for the Total Stress at A in kPa. 4. a.171.71 EVIE b. 74.05 d. 0 C. 137.8 IT 21. Compute for the Neutral Stress at A in kPa. PAMA REMIEW EVE th a.171.71 74.05 d. 0 c. 137.80 k. 22. Compute for the Total Stress at A in kPa. a a.171.71 c. 137.80 8 b. 74.05 d. 0 a

9:25 PM docs.google.com/forms/d/e/l B) From the given formation of soil, the water table is located 10m. below the ground surface. kN y = 21.20- m3 EW. 6.5 m a GWT kN Ysat = 25.25 m3 7,6 a C REX P 20. Compute for the Total Stress at A in kPa. 4. a.171.71 EVIE b. 74.05 d. 0 C. 137.8 IT 21. Compute for the Neutral Stress at A in kPa. PAMA REMIEW EVE th a.171.71 74.05 d. 0 c. 137.80 k. 22. Compute for the Total Stress at A in kPa. a a.171.71 c. 137.80 8 b. 74.05 d. 0 a

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

PROBLEM 1: A BOREHOLE ATA SITE REVEAL THE SOIL PROFILE SHOWN IN FI6URE. DETERMINE THE TDIAL AND EFFECTIVE STRESSES AT ELEVATION 2D 00m 2.0m 3.0m VERY FINE SAND W= 5%., S: 40 /. FINE SAND W : 12., S-80/. FINE SAND W : 121. 5.4m SDFT CLA Y, W- 28 FDR ALL SDIL USE GS 2.7 20. Lom
KOOHAN ERSITES MSKÜ-LMS 3\ A soil profile is given below. 3m thick dry clay is underlain by 4m thick sand. At the bottom 6m thick saturated clay layer is present which is underlain by impervious and massive bedrock. planmad Related data are provided in the figure. (No capillary action) and (A, B and C points are located in the middle of the layers Duzerinden tienmis Match the related data: oruyu tie surface 3m Dry clay, va:16KN/m Sand, yeni19kN/m? 4m Yan 22kN/m Saturated clay, Yary 20kN/m 6m Impervious bedrock Effective vertical stress at point C in kPa If a surcharge (100KPA additional uniform load) is applied to the surface, what is thệ excess pore water pressure at point Cimmediate construction (in kPa)? 140 95 Effective vertical stress at point B (in kPa) If a surcharge (100kPa additional uniform load) is applied to the surface what is the excess pore waten pressure in the sand after the construction (in kPa)? Total vertical stress at point C in kPa Pore water pressure at point C…
control Sharpie.) Pen. command Mars plas 2 STAEDT Problem 11. 5 For normally consolidated clay specimens, drained direct shear tests were conducted and the follow ina data were olbtained. Determine the drained angle of internal friction Ų or the clay. KPa 150 300 400 500 hla aa.4 44.6 59.8 blotto 11.6
Soil Ysat = 125.0 pcf 2 ft 3 ft Datum B Determine the effective vertical stress (psf) for point D. 1 ft 5 ft ц ш о O D A 00 13 ft
A soil profile is shown. Dry Sand 2m Gr-203 C0.50 A Se Clay 2rne of Capillery rise 2.5m S-50% ground yater table e-0,75 S425 B- Clay 3.5m Gs=2.72 e=0.95 C Rock a) Compute the effective stress right below В. b) Compute the effective stress at C. c) Compute the effective stress at D. Scanned with CamScanner
PROBLEM 4: The ff. data shows the difference in elevation between A and B. TRIAL DIFF. IN ELEVATION NO. OF MEASUREMENT 1 520.14 m 1 520.20 m 520.18 m 6. 4 520.24 m 6. a.) Compute the probable weight of trial 3. b.) Determine the most probable diff. in elevation. c.) Compute the elevation of B if the elevation of A is 1000 m, with B higher than A.
The bottom OF a river is below the water is surFace. Underneath the bottom the rver OF layer having specific weight OF sand 1BKN/m°. IF the recorded prersure at the tunnel located at the bottom the rand layer is 3or KPa, of how thick is the sand layer?
Fi failu as with a factor of safety of 3. Then, UVS To the grouna c) Comment on any differences for the computed allowable loads. G.S. Ys= 17 kN/m³ O = 32° C=13 kPa Dry soil %3D 1.25 m 1.5 1.0 m x 1.0 m W.T. Ysat.= 18 kN/m³ (þ = 30° Saturated soil C=12 kPa
027 ncomect Consider the soil system shown below. 1m Water Fine 4m sand k 2 x 10 mm Coarse silt 4m k = 4 x 10 mm/s Fine 4m silt k 2 x 10 mm/s Datum Beneath the fine silt layer there is stratum of water-bearing gravel with a water pressure of 155 kPa. The surface of the sand is flooded with water to a depth of 1m. The excess hydrostatic head at the fine sand/coarse silt interface is cm. Your Answer 32 15 17
Determine the ultimate soil pressure at the base (if soil pressure is uniform). a. 145.57 kPa b. 227.38 kPa c. 183.25 kPa d. 257.45 kPa choose the best answer
C₁ You A. For a saturated rock, prove th
A uniformly distrubuted load applied on a strip fooing constructed in sand. Based on Hansen's equations, for a given factor of safety (FoS = 3) find the required width (B). Water table is far below the base of fooing. 800 kPa 1.8 m q D Y Φ с OF Nq 33.3 FOS 20 35 deg kPa www. Ny 33.9 B kN/m³ m q B D