Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
1000KN 4m B. 2m G.S. 2m 2m x 4m 4m SAND Clay eo = 0.8 LL = 60% 6m

1000KN 4m B. 2m G.S. 2m 2m x 4m 4m SAND Clay eo = 0.8 LL = 60% 6m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question

W1

SITUATION: From the given figure. TABLE GH O03 can be useful. Determine the increase in vertical stress, in kPa, oz at a depth where settlement will occur. oz = ql, m = B/z, n = L/z Table 10.9 Variation of , with m and a [Eq. (10.31)) 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.8 0.0279 0.0547 0.0092 0.0222 0.0242 0.0258 0.0270 0.0132 0.0259 0.0374 0.1 0.0047 0.0168 0.0198 0.0435 0.0474 0.0504 0.0528 0.0179 0.0259 0.2 0.0092 0.0328 0.0387 0.3 0.0132 0.0474 0.0559 0.0629 0.0686 0.0731 0.0766 0.0794 0.4 0.0168 0.0328 0.0474 0.0602 0.0711 0.0801 0.0873 0.0931 0.0977 0.1013 0.1202 0.1361 0.0198 0.0387 0.0711 0.0947 0.1034 0.1104 0.1158 0.0559 0.0629 0.5 0.0840 0.6 0.0222 0.0435 0.0801 0.0947 0.1069 0.1168 0.1247 0.1311 0.1277 0.1365 0.1436 0.1537 0.1491 0.1598 0.0242 0.0873 0.1169 0.1365 0.1034 0.1104 0.7 0.0474 0.0686 0.8 0.0258 0.0504 0.0731 0.0931 0.1247 0.1461 0.1537 0.1598 0.1684 0.9 0.0270 0.0528 0.0766 0.0977 0.1158 0.1311 0.1436 0.1619 0.1684 0.1361 0.1431 0.1491 0.1570 0.1620 0.1684 0.1777 0.1752 0.1851 0.0547 0.0794 0.1013 0.1202 1.0 12 0.0279 0.0293 0.0573 0.0832 0.1063 0.1263 0.1739 0.1774 0.1914 0.1955 0.1836 0.0589 10E00 0.0856 0.0871 0.1094 0.1114 0.1300 0.1324 0.1475 0.1503 0.1521 14 0.1652 0.1874 16 0.0306 0.0599 0.1672 0.1797 0.1899 0.1981 0.1126 0.1134 0.1145 18 0.0309 0.0606 0.0880 0.1340 0.1915 0.1938 0.1947 0.1999 0.2024 0.1686 0.1812 0.1350 0.1363 0.1368 0.1533 0.0887 0.0895 0.0311 0.0610 20 25 0.1548 0.1704 0.1832 0.0314 0.0616 0.1711 0.1717 0.2034 0.1555 0.1560 0.1841 0.1847 0.1150 0.0618 0.0619 0.0898 0.0901 3.0 0.0315 0.2042 0.2044 0.2045 0.1153 0.1372 0.1954 4.0 0.0316 5.0 00316 0.0620 0.0901 0.1154 0.1374 0.1561 0.1719 0.1849 0.1956 6.0 0.0316 0.0620 0.0902 0.1154 0.1374 0.1562 0.1719 0.1850 0.1957
Transcribed Image Text:SITUATION: From the given figure. TABLE GH O03 can be useful. Determine the increase in vertical stress, in kPa, oz at a depth where settlement will occur. oz = ql, m = B/z, n = L/z Table 10.9 Variation of , with m and a [Eq. (10.31)) 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.8 0.0279 0.0547 0.0092 0.0222 0.0242 0.0258 0.0270 0.0132 0.0259 0.0374 0.1 0.0047 0.0168 0.0198 0.0435 0.0474 0.0504 0.0528 0.0179 0.0259 0.2 0.0092 0.0328 0.0387 0.3 0.0132 0.0474 0.0559 0.0629 0.0686 0.0731 0.0766 0.0794 0.4 0.0168 0.0328 0.0474 0.0602 0.0711 0.0801 0.0873 0.0931 0.0977 0.1013 0.1202 0.1361 0.0198 0.0387 0.0711 0.0947 0.1034 0.1104 0.1158 0.0559 0.0629 0.5 0.0840 0.6 0.0222 0.0435 0.0801 0.0947 0.1069 0.1168 0.1247 0.1311 0.1277 0.1365 0.1436 0.1537 0.1491 0.1598 0.0242 0.0873 0.1169 0.1365 0.1034 0.1104 0.7 0.0474 0.0686 0.8 0.0258 0.0504 0.0731 0.0931 0.1247 0.1461 0.1537 0.1598 0.1684 0.9 0.0270 0.0528 0.0766 0.0977 0.1158 0.1311 0.1436 0.1619 0.1684 0.1361 0.1431 0.1491 0.1570 0.1620 0.1684 0.1777 0.1752 0.1851 0.0547 0.0794 0.1013 0.1202 1.0 12 0.0279 0.0293 0.0573 0.0832 0.1063 0.1263 0.1739 0.1774 0.1914 0.1955 0.1836 0.0589 10E00 0.0856 0.0871 0.1094 0.1114 0.1300 0.1324 0.1475 0.1503 0.1521 14 0.1652 0.1874 16 0.0306 0.0599 0.1672 0.1797 0.1899 0.1981 0.1126 0.1134 0.1145 18 0.0309 0.0606 0.0880 0.1340 0.1915 0.1938 0.1947 0.1999 0.2024 0.1686 0.1812 0.1350 0.1363 0.1368 0.1533 0.0887 0.0895 0.0311 0.0610 20 25 0.1548 0.1704 0.1832 0.0314 0.0616 0.1711 0.1717 0.2034 0.1555 0.1560 0.1841 0.1847 0.1150 0.0618 0.0619 0.0898 0.0901 3.0 0.0315 0.2042 0.2044 0.2045 0.1153 0.1372 0.1954 4.0 0.0316 5.0 00316 0.0620 0.0901 0.1154 0.1374 0.1561 0.1719 0.1849 0.1956 6.0 0.0316 0.0620 0.0902 0.1154 0.1374 0.1562 0.1719 0.1850 0.1957
1000KN 4m B. 2m A. G.S. 2m 2m x 4m 4m SAND Clay eo = 0.8 LL = 60% 6m Q zoom image 10.69 12.35 7.35 8.91
Transcribed Image Text:1000KN 4m B. 2m A. G.S. 2m 2m x 4m 4m SAND Clay eo = 0.8 LL = 60% 6m Q zoom image 10.69 12.35 7.35 8.91
Expert Solution
steps

Step by step

Solved in 3 steps with 3 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Design criteria for structural loading
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS