1 refer to problem 319 using eq 351 determine the variation


1. Refer to Problem 3.19. Using Eq. (3.51), determine the variation of the relative density with depth. Use Q1.

2. Refer to Problem 3.19. Use Eq. (3.55) and Kulhawy and Mayne factors for and to predict the variation of N60 with depth. Given:mean grain size D50 0.2 mm.

3. In the soil profile shown in Figure P3.22, if the cone penetration resistance (qc) at (as determined by an electric friction-cone penetrometer) is 0.8 MN/m.2, estimate

a. The undrained cohesion, cu

b. The overconsolidation ratio, OCR

4. In a pressuremeter test  in  a  soft  saturated  clay,  the  measuring  cell volume V535 cm3, p542.4 kN/m2, p326.5 kN/m2, v46 cm3, and v180 cm3. Assuming Poisson's ratio smsd to be 0.5 and using Figure 3.31, calculate the pressuremeter modulus (Ep).

Request for Solution File

Ask an Expert for Answer!!
Mechanical Engineering: 1 refer to problem 319 using eq 351 determine the variation
Reference No:- TGS01257097

Expected delivery within 24 Hours