Question: A certain doubly drained clay layer has an expected ultimate settlement sc 18 cm. The clay layer, which is 15 m thick, has a coefficient

A certain doubly drained clay layer has an expected ultimate settlement sc 18 cm. The clay layer, which is 15 m thick, has a coefficient of consolidation of 4.7 x 10-3 cm2/s. Plot the sc-time relationship to:
(a) an arithmetic time scale
(b) a semilog time scale.

Step by Step Solution

★★★★★

3.38 Rating (170 Votes )

There are 3 Steps involved in it

1 Expert Approved Answer
Step: 1 Unlock

Cv T H dr 2 t 47 10 3 cm 2 s T 1500 2 2 t T 02635 t yr U s t s c s t 18 cm Steps to ... View full answer

blur-text-image
Question Has Been Solved by an Expert!

Get step-by-step solutions from verified subject matter experts

Step: 2 Unlock
Step: 3 Unlock

Document Format (1 attachment)

Word file Icon

1430-P-M-F-M(2012).docx

120 KBs Word File

Students Have Also Explored These Related Mechanics Questions!

Q:

The settlement analysis for a proposed structure indicates that the underlying clay layer will settle 7.5 cm in 3 years, and that ultimately the total settlement will be about 32 cm. However, this...

Q:

In a laboratory consolidation test on a representative sample of cohesive soil, the original height of a doubly-drained sample was 25.4 mm. Based on the log time versus dial reading data, the time...

Q:

A 22 m thick normally consolidated clay layer has a load of 150 kPa applied to it over a large areal extent. The clay layer is located below a granular fill ( = 1.8 Mg/m3) 3.5 m thick. A dense sandy...

Q:

Figure P9.32 shows a 20 m thick layer of normally consolidated clay (t = 18.6 kN/m3) that is one-dimensionally loaded by v = 50 kPa. The clay layer is below a 3 m thick layer of granular fill (t =...

Q:

A residential block will be constructed on a clay deposit. The building will rest on a mat foundation at 2 m depth and has 2 0 m 2 0 m dimensions in plan. The clay deposit is 2 6 m deep and overlies...

Q:

11.C.1 Foundation engineers are often challenged by the existence of soft compress- sand (y 17 kN/m: Yat 19.2 kN/m) underlain by high plasticity clay ible soils at the construction site. Figure 11.49...

Q:

11.C.1 Foundation engineers are often challenged by the existence of soft compress- sand (y 17 kN/m: Yat 19.2 kN/m) underlain by high plasticity clay ible soils at the construction site. Figure 11.49...

Q:

11.C.1 Foundation engineers are often challenged by the existence of soft compress- sand (y 17 kN/m: Yat 19.2 kN/m) underlain by high plasticity clay ible soils at the construction site. Figure 11.49...

Q:

11.C.1 Foundation engineers are often challenged by the existence of soft compress- sand (y 17 kN/m: Yat 19.2 kN/m) underlain by high plasticity clay ible soils at the construction site. Figure 11.49...

Q:

11.C.1 Foundation engineers are often challenged by the existence of soft compress- sand (y 17 kN/m: Yat 19.2 kN/m) underlain by high plasticity clay ible soils at the construction site. Figure 11.49...

Q:

Plane-polarized light of wavelength 0.59m falls on a trihedral quartz prism P (Fig. 5.34) with refracting angle = 30o. Inside the prism light propagates along the optical axis whose direction is...

Q:

a. How should marketers promote products and services to working women? What appeals should they use? Explain. b. As the owner of a Saturn automobile dealership, what kinds of marketing strategies...

Q:

Utilizing NUA allows a participant to ? : Question 4 options: Allows the participant to have capital gain tax treatment on the entire 4 0 1 ( k ) balance Avoid RMD ' s Allows capital gain tax...

Q:

Identify the various types of organisations on the basis of ownership pattern and highlight the advantages and limitations of each type.

Q:

Complete Example 6.9. In that example problem, water depths were required at critical diversion , 1 points at distances of 188 m, 423 m, 748 m, and 1,675 m upstream of the dam. Depths were only found...

Q:

Complete Example 6.10. In that example problem, water depths were required in the discharge channel until the water level was within 2 percent of normal depth. Depths were found at 2 ft and 7 ft...

Q:

A trapezoidal channel has a 5-m bottom width and side slope m = 1. 0 and discharges 3 5 m3 /sec The smooth, concrete channel (0.01 l) has a slope of 0.004. Determine the depth of flow 6.0 re upstream...

Q:

Waste Industries is evaluating a $56,900 project with the following cash flows. Years Cash Flows 1 $ 9,240 2 15,800 3 21,200 4 25,400 5 33,200 The coefficient of variation for the project is 1.025....

Q:

Show how I can solve this, answer is below, THANK YOU! Reizenstein Technologies (RT) has just developed a solar panel capable of generating 200% more electricity than any solar panel currently on the...

Q:

7. If your client decides to invest 65% of their money into ORP and 35% into Rf security, what would be the expected return of that combination (Rf = 0.1%)? a. 2.70% b. 2.56% c. 1.79% d. 1.76% e....