Homework Answers
Add Answer to:
subject: soil mechanics
03:- The old building (A) is to be removed and replaced by a...
Soil mechanical Soil mechanical Q3:- The old building (A) is to be removed and replaced by...
Soil mechanical
Soil mechanical
Q3:- The old building (A) is to be removed and replaced by a new building (B), as shown in Figure (93). The vertical pressure at the center of the clay layer from the building (A) and building (B) is equal to 13.64 kN/m' and 23.3 kN/mrespectively, Find:- 1. O.C.R after removing building (A). 2. The void ratio (e) of the clay layer: a. Immediately after removing building (A). b. After a very long time from removing...
subject / soil mechanics i want the solution as soon as possible Q3:- The old building...
subject / soil mechanics
i want the solution as soon as
possible
Q3:- The old building (A) is to be removed and replaced by a new building (B), as shown in Figure (03). The vertical pressure at the center of the clay layer from the building (A) and building (B) is equal to 13.64 kNm and 23.3 kN/m” respectively, Find:- 1. O.C.R after removing building (A). 2. The void ratio (e) of the clay layer: a. Immediately after removing building...
Q3:- The old building (A) is to be removed and replaced by a new building (B),...
Q3:- The old building (A) is to be removed and replaced by a new building (B), as shown in Figure (03). The vertical pressure at the center of the clay layer from the building (A) and building (B) is equal to 13.64 kN/m² and 23.3 kN/m” respectively, Find:- 1. O.C.R after removing building (A). 2. The void ratio (e) of the clay layer: a. Immediately after removing building (A). b. After a very long time from removing building (A). 3....
hello, could anyone help me with this question, please. Q3:- The old building (A) is to...
hello, could anyone help me with this question,
please.
Q3:- The old building (A) is to be removed and replaced by a new building (B), as shown in Figure (Q3). The vertical pressure at the center of the clay layer from the building (A) and building (B) is equal to 13.64 kN/m² and 23.3 kN/mº respectively, Find 1. O.C.R after removing building (A). 2. The void ratio (e) of the clay layer: a. Immediately after removing building (A). b. After...
soil mechanics Q1) An oedometer test was performed on a 2 cm thick clay sample drained...
soil mechanics
Q1) An oedometer test was performed on a 2 cm thick clay sample drained on both sides taken from the mid clay layer shown below, after 10 minutes 50% consolidation is reached. a) How long time in days would the same degree of consolidation(50%) be reached in the field ? b) How much the final settlement would be reached in the clay layer.? c) How much the preconsolidation pressure of a specimen. ? Sm 2m Sand surcharge y...
soil Q1) An oedometer test was performed on a 2 cm thick clay sample drained on...
soil
Q1) An oedometer test was performed on a 2 cm thick clay sample drained on both sides taken from the mid clay layer shown below, after 10 minutes 50% consolidation is reached . a) How long time in days would the same degree of consolidation(50%) be reached in the field ?. b) How much the Final settlement would be reached in the clay layer.? c) How much the preconsolidation pressure of a specimen. ? 3m 2m Sand surcharge Y...
Q1) An oedometer test was performed on a 2 cm thick clay sample drained on both...
Q1) An oedometer test was performed on a 2 cm thick clay sample drained on both sides taken from the mid clay layer shown below , after 10 minutes 50% consolidation is reached. a) How long time in days would the same degree of consolidation(50%) be reached in the field ?. b) How much the Final settlement would be reached in the clay layer.? c) How much the preconsolidation pressure of a specimen. ? 3m 2m Sand surcharge Y= 17...
A 2-m thick of compacted soil of unit weight 20 kN/m3 will be placed on the top of the ground surface. Δσ y...
A 2-m thick of compacted soil of unit weight 20 kN/m3 will be placed on the top of the ground surface. Δσ y 14.0 kN/m3 3.0 m Sand Y 17.5 kN/m3 2.0 m 3.0m A Soft clay y= 13.5 kN/m3 6.0 m Medium clay y=15.0 kN/m3 B 4.0 m Bedrock a) Before placing the compacted soil, what are the overconsolidation ratios (OCR) for point A and B? b) When placing the compacted soil, what external load Ag would be? c)...
soil mechanics Q4) From the figure and soil profile as below find the following: 1) the...
soil mechanics
Q4) From the figure and soil profile as below find the following: 1) the final consolidation for clay layer under the center of bridge pier as shown below. use the approximate method to calculate the increasing stress in soil. 2) the coefficient of volume compressibility (mv) of clay layer. mass= 2*106 kg footing =10m x 8m 3m y=16.62kN/m3 2m They WT 7m 10m Sand and graver Ysat=19.8kN/m3 Clay Cc=0.33,w=30%,Gs=2.7, Ysat=19.8kN/m3 sand and gravel 4m
subject / soil mechanics i want the solution as soon as possible Q2:- The depth of...
subject / soil mechanics
i want the solution as soon as
possible
Q2:- The depth of water in a well is 3 m. Below the bottom of the well lies a layer of sand 5 meters thick overlying a clay deposit as shown in Figure (Q2). The saturated unit weight of the sand and clay are respectively 19.5 kN/m' and 20.64 kN/m'. Determine the effective stress at points A and B. 1 AN Figure (Q2) 3 m Sand 5 m...
Soil mechanical
Soil mechanical
Q3:- The old building (A) is to be removed and replaced by a new building (B), as shown in Figure (93). The vertical pressure at the center of the clay layer from the building (A) and building (B) is equal to 13.64 kN/m' and 23.3 kN/mrespectively, Find:- 1. O.C.R after removing building (A). 2. The void ratio (e) of the clay layer: a. Immediately after removing building (A). b. After a very long time from removing...
subject / soil mechanics
i want the solution as soon as
possible
Q3:- The old building (A) is to be removed and replaced by a new building (B), as shown in Figure (03). The vertical pressure at the center of the clay layer from the building (A) and building (B) is equal to 13.64 kNm and 23.3 kN/m” respectively, Find:- 1. O.C.R after removing building (A). 2. The void ratio (e) of the clay layer: a. Immediately after removing building...
Q3:- The old building (A) is to be removed and replaced by a new building (B), as shown in Figure (03). The vertical pressure at the center of the clay layer from the building (A) and building (B) is equal to 13.64 kN/m² and 23.3 kN/m” respectively, Find:- 1. O.C.R after removing building (A). 2. The void ratio (e) of the clay layer: a. Immediately after removing building (A). b. After a very long time from removing building (A). 3....
hello, could anyone help me with this question,
please.
Q3:- The old building (A) is to be removed and replaced by a new building (B), as shown in Figure (Q3). The vertical pressure at the center of the clay layer from the building (A) and building (B) is equal to 13.64 kN/m² and 23.3 kN/mº respectively, Find 1. O.C.R after removing building (A). 2. The void ratio (e) of the clay layer: a. Immediately after removing building (A). b. After...
soil mechanics
Q1) An oedometer test was performed on a 2 cm thick clay sample drained on both sides taken from the mid clay layer shown below, after 10 minutes 50% consolidation is reached. a) How long time in days would the same degree of consolidation(50%) be reached in the field ? b) How much the final settlement would be reached in the clay layer.? c) How much the preconsolidation pressure of a specimen. ? Sm 2m Sand surcharge y...
soil
Q1) An oedometer test was performed on a 2 cm thick clay sample drained on both sides taken from the mid clay layer shown below, after 10 minutes 50% consolidation is reached . a) How long time in days would the same degree of consolidation(50%) be reached in the field ?. b) How much the Final settlement would be reached in the clay layer.? c) How much the preconsolidation pressure of a specimen. ? 3m 2m Sand surcharge Y...
Q1) An oedometer test was performed on a 2 cm thick clay sample drained on both sides taken from the mid clay layer shown below , after 10 minutes 50% consolidation is reached. a) How long time in days would the same degree of consolidation(50%) be reached in the field ?. b) How much the Final settlement would be reached in the clay layer.? c) How much the preconsolidation pressure of a specimen. ? 3m 2m Sand surcharge Y= 17...
A 2-m thick of compacted soil of unit weight 20 kN/m3 will be placed on the top of the ground surface. Δσ y 14.0 kN/m3 3.0 m Sand Y 17.5 kN/m3 2.0 m 3.0m A Soft clay y= 13.5 kN/m3 6.0 m Medium clay y=15.0 kN/m3 B 4.0 m Bedrock a) Before placing the compacted soil, what are the overconsolidation ratios (OCR) for point A and B? b) When placing the compacted soil, what external load Ag would be? c)...
soil mechanics
Q4) From the figure and soil profile as below find the following: 1) the final consolidation for clay layer under the center of bridge pier as shown below. use the approximate method to calculate the increasing stress in soil. 2) the coefficient of volume compressibility (mv) of clay layer. mass= 2*106 kg footing =10m x 8m 3m y=16.62kN/m3 2m They WT 7m 10m Sand and graver Ysat=19.8kN/m3 Clay Cc=0.33,w=30%,Gs=2.7, Ysat=19.8kN/m3 sand and gravel 4m
subject / soil mechanics
i want the solution as soon as
possible
Q2:- The depth of water in a well is 3 m. Below the bottom of the well lies a layer of sand 5 meters thick overlying a clay deposit as shown in Figure (Q2). The saturated unit weight of the sand and clay are respectively 19.5 kN/m' and 20.64 kN/m'. Determine the effective stress at points A and B. 1 AN Figure (Q2) 3 m Sand 5 m...
Most questions answered within 3 hours.
-
16) Which of the following is not a way to reduce the
government's budget
deficit
A)...
asked 20 minutes ago -
At some time, a charged particle with q = −1.24×10−8C is moving
with instantaneous velocity v...
asked 29 minutes ago -
4. Determine the theoretical yield of P2O5, when 3.07 g of P
reacts with 6.09 g...
asked 2 hours ago -
Explain the PEST analysis and how a marketer would use this when
putting together a marketing...
asked 2 hours ago -
S sells property with a $500 basis to B for $450, and B later
sells the...
asked 3 hours ago -
True/False Questions
1.
In interpreting an agreement, courts generally apply a
subjective standard.
2.
If, after...
asked 2 hours ago -
On January 1, 20X7, Green Corp. paid $1,020,000 to acquire Wax
Co. Wax maintained separate incorporation....
asked 3 hours ago -
C++
Write a class Fraction that defines adding, subtracting,
multiplying, and dividing fractions by overloading standard...
asked 4 hours ago -
This java code won't run and I can't figure out the problem with
it. Please help...
asked 5 hours ago -
Trace the following recursive methods:
a) isPal with the string “abccda”
b) isAnBn with the string...
asked 6 hours ago -
1. Which of the following is false about photosynthesis?
A. ATP is the molecule used to...
asked 7 hours ago -
A simple random sample of size n=64 is obtained from a
population with a mean of...
asked 8 hours ago