Prob.# 1. Calculate the elastic settlement for the rectangular foundation shown in Fig. 1. Length

=4.0m

. Assume flexible foundation and determine the settlement below center of the foundation.\ Prob.#2. Refer to data given in Fig. 2. What will be the elastic settlement of the foundation. The foundation is rigid.\ Prob#3. Using Schmertmann's method, calculate the elastic settlement of the square foundation shown in Fig. 2 over a period of 5 years.\ Prob.#4. A shallow foundation

2mx1m

in plan rests on a saturated clay layer. A rigid rock layer is located

8m

below the bottom of the foundation' The depth of the foundation is

1m

below the ground surface. The unit weight of the soil is

18.81k(N)/(m^(3))

. The undrained cohesion of soil is

150k(N)/(m^(2)),OCR=2(,)/(P)I =60

and poison's ratio

=0.5

. A vertical load of

300kN

is applied to the foundation. Determine the elastic settlement of the foundation.\

20\\\\times 2+

Prob.\# 1. Calculate the elastic settlement for the rectangular foundation shown in Fig. 1. Length =4.0m. Assume flexible foundation and determine the settlement below center of the foundation. Prob.\#2. Refer to data given in Fig. 2. What will be the elastic settlement of the foundation. The foundation is rigid. Prob\#3. Using Schmertmann's method, calculate the elastic settlement of the square foundation shown in Fig. 2 over a period of 5 years. Prob.\#4. A shallow foundation 2mx1m in plan rests on a saturated clay layer. A rigid rock layer is located 8m below the bottom of the foundation' The depth of the foundation is 1m below the ground surface. The unit weight of the soil is 18.81kN/m3. The undrained cohesion of soil is 150kN/m2,OCR=2,PI=60 and poison's ratio =0.5. A vertical load of 300kN is applied to the foundation. Determine the elastic settlement of the foundation. Prob.\# 1. Calculate the elastic settlement for the rectangular foundation shown in Fig. 1. Length =4.0m. Assume flexible foundation and determine the settlement below center of the foundation. Prob.\#2. Refer to data given in Fig. 2. What will be the elastic settlement of the foundation. The foundation is rigid. Prob\#3. Using Schmertmann's method, calculate the elastic settlement of the square foundation shown in Fig. 2 over a period of 5 years. Prob.\#4. A shallow foundation 2mx1m in plan rests on a saturated clay layer. A rigid rock layer is located 8m below the bottom of the foundation' The depth of the foundation is 1m below the ground surface. The unit weight of the soil is 18.81kN/m3. The undrained cohesion of soil is 150kN/m2,OCR=2,PI=60 and poison's ratio =0.5. A vertical load of 300kN is applied to the foundation. Determine the elastic settlement of the foundation