2m x 6m singular sitting on a sandy ground If the total foundation pressure of a foundation is 150 kN/m2 and the foundation depth is 2 m, what is the elastic settlement amount? Ignore the settlement caused by creep. To find the modulus of elasticity of the soil, use the results of the cone penetration test: Es = 2qc. %3D
2m x 6m singular sitting on a sandy ground If the total foundation pressure of a foundation is 150 kN/m2 and the foundation depth is 2 m, what is the elastic settlement amount? Ignore the settlement caused by creep. To find the modulus of elasticity of the soil, use the results of the cone penetration test: Es = 2qc. %3D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![2m x 6m singular sitting on a sandy ground
If the total foundation pressure of a
foundation is 150 kN/m2 and the foundation
depth is 2 m, what is the elastic settlement
amount? Ignore the settlement caused by
creep. To find the modulus of elasticity of the
soil, use the results of the cone penetration
test: Es = 2qc.
DERINLIK MEANS DEPTH!!!
Kumlu bir zemine oturan 2m x 6m boyutlarındaki tekil
bir temelin toplam temel basıneı 150 kN/m? ve temel de-
rinligi 2 m ise elastik oturma miktarı ne kadardır? Sün-
meden kaynaklanacak oturmayı dikkate almayınız. Zem-
inin elastisite modülünü bulmak için koni penetrasyon
deneyi sonuçlarını kullanınız: E, = 29.
Derinlik
18 AN
0-2m 2m-3m 3m-4m 4m-5m 5m-6m 6m-7m 7m-8m
13000
9. (kN/m) 6000
8000
12000
12000
13000
10000](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0dba906b-9d9f-46f0-9af6-555e69e45ea3%2F43ac4b3b-7345-4b30-859e-9700f9e1a3ad%2Fbagqe4_processed.jpeg&w=3840&q=75)
Transcribed Image Text:2m x 6m singular sitting on a sandy ground
If the total foundation pressure of a
foundation is 150 kN/m2 and the foundation
depth is 2 m, what is the elastic settlement
amount? Ignore the settlement caused by
creep. To find the modulus of elasticity of the
soil, use the results of the cone penetration
test: Es = 2qc.
DERINLIK MEANS DEPTH!!!
Kumlu bir zemine oturan 2m x 6m boyutlarındaki tekil
bir temelin toplam temel basıneı 150 kN/m? ve temel de-
rinligi 2 m ise elastik oturma miktarı ne kadardır? Sün-
meden kaynaklanacak oturmayı dikkate almayınız. Zem-
inin elastisite modülünü bulmak için koni penetrasyon
deneyi sonuçlarını kullanınız: E, = 29.
Derinlik
18 AN
0-2m 2m-3m 3m-4m 4m-5m 5m-6m 6m-7m 7m-8m
13000
9. (kN/m) 6000
8000
12000
12000
13000
10000
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