Shear Strentgh of the soil 2015 3)/ Three clay specimens, having small air-voids content were tested in a shear box under undrained conditionand the following observations were made:1Normal stress (kg/cm²)Shear stress at failure (kg/cm²)0.921.0131.12Find:1) The apparent cohesion and angle of shearing resistance of clay (cu, bu).2) The unconfined compressive strength (qu) of the clay.3) The normal and shear stress applied on failure plane of clay sample of unconfined compression test.

Given; σ1 =1 σ2=2 σ3 = 3 in (kg/cm2)τ1 = 0.9 τ2 = 1.01 τ3 = 1.12 in (kg/cm2)

3)/ Three clay specimens, having small air-voids content were tested in a shear box under undrained condition and the following observations were made: Normal stress (kg/cm²) Shear stress at failure (kg/cm²) 1 0.9 2 1.01 3 1.12 Find: 1) The apparent cohesion and angle of shearing resistance of clay (cu, bu). 2) The unconfined compressive strength (qu) of the clay. 3) The normal and shear stress applied on failure plane of clay sample of unconfined compression test.

3)/ Three clay specimens, having small air-voids content were tested in a shear box under undrained condition and the following observations were made: Normal stress (kg/cm²) Shear stress at failure (kg/cm²) 1 0.9 2 1.01 3 1.12 Find: 1) The apparent cohesion and angle of shearing resistance of clay (cu, bu). 2) The unconfined compressive strength (qu) of the clay. 3) The normal and shear stress applied on failure plane of clay sample of unconfined compression test.

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

Describe about the Settlement Due to Primary Compression of Clay.
X 9.81 X 8 X 8 P2 $13.92 KN IM compute the intensities earth pressure cohesionless Fricth what and level saturated and (1 of active & passive of 8m in dey an angle of 18 KN lm 3 of intensities of active pressure if the water ground level ? Take of sand as 22 kN/m³ internal frieth is 34°. balz narzo Shot by SNEHAL @813 a 2.61m sand 30° and unit will be the Passive earth rises to unit w angle of DENT at depth with unit wt the Verti unit soil is k UDL thru 60 17 p= 9 =
i need the answer quickly
6.7 How can we identify faults in the fields? 6 8 WVhat ore the nmein
Q3(c,d)
The soil profile at a site has been investigated and the typical soil profile in the 100 feet has been determined to be: Depth Shear Wave Soil Description "N" PI (feet) Velocity 0- 30 Clay 85 30 - 50 Silty Sand 35 50 - 100 Sand and Gravel 50 What is the soil profile type according to 1997 UBC. Format of answer: Sx Sb O Sa O sd O Se O Sc OSf asap please!!! thank you o o
I need the answer as soon as possible
answer should be on the choices
g) Is it a good practice to saturate the geosynthetics clay liner (GCL) before it can placed in the field? Explain your answer.
9.6. A) Classify the soil with the following properties according to the USCS. % passing Dia (mm) 100 4.0 79.2 91.5 100 2.0 0.84 0.42 36.5 L.L-33% P.L-25% 58.7 0.149 0.075
Determine the relative compaction.a. 95b. 92.76c. 83.48d. 87.87
I need the answer as soon as possible