X1
![SITUATION: From the given figure. TABLE GH 003 can be useful.<br>Determine the settlement of the clay in mm if the over burden pressure at the mid-height of<br>the clay layer is 100 kPa.<br>oz = ql,<br>m = B/z,<br>n = L/z<br>%3D<br>Table 10.9 Variation of /, with m and a [Eq. (10.31)]<br>0.1<br>0.2<br>0.3<br>0.4<br>0.5<br>0.6<br>0.7<br>0.8<br>0.9<br>1.0<br>0.1<br>0.0047<br>0.0092<br>0.0132<br>0.0168<br>0.0198<br>0.0222<br>0.0242<br>0.0258<br>0.0270<br>0.0279<br>0.2<br>0.3<br>0.0092<br>0.0179<br>0.0259<br>0.0328<br>0.0259<br>0.0328<br>0.0387<br>0.0435<br>0.0474<br>0.0504<br>0.0528<br>0.0547<br>0.0794<br>0.0132<br>0.0374<br>0.0474<br>0.0559<br>0.0629<br>0.0686<br>0.0731<br>0.0766<br>0.4<br>0.0168<br>0.0474<br>0.0602<br>0.0711<br>0.0801<br>0.0873<br>0.0931<br>0.0977<br>0.1013<br>0.5<br>0.0198<br>0.0387<br>0.0559<br>0.0711<br>0.0840<br>0.0947<br>0.1069<br>0.1034<br>0.1104<br>0.1158<br>0.1202<br>0.6<br>0.0222<br>0.0435<br>0.0629<br>0.0801<br>0.0947<br>0.1168<br>0.1247<br>0.1311<br>0.1361<br>0.0474<br>0.0504<br>0.7<br>0.0242<br>0.0686<br>0.0873<br>0.1034<br>0.1169<br>0.1277<br>0.1365<br>0.1461<br>0.1436<br>0.1491<br>0.1537<br>0.1619<br>0.8<br>0.0258<br>0.0731<br>0.0931<br>0.1104<br>0.1247<br>0.1365<br>0.1598<br>0.9<br>0.0270<br>0.0528<br>0.0766<br>0.0977<br>0.1158<br>0.1311<br>0.1436<br>0.1537<br>0.1684<br>1.0<br>1.2<br>0.0279<br>0.0293<br>0.0547<br>0.0573<br>0.0794<br>0.0832<br>0.1013<br>0.1202<br>0.1361<br>0.1491<br>0.1598<br>0.1684<br>0.1684<br>0.1752<br>0.1063<br>0.1263<br>0.1431<br>0.1570<br>0.1777<br>0.1851<br>0.1094<br>0.1300<br>0.1324<br>0.1475<br>0.1503<br>0.1620<br>0.1652<br>1.4<br>0.0301<br>0.0589<br>0.0856<br>0.1739<br>0.1836<br>0.1874<br>0.1914<br>0.1955<br>1.6<br>0.0306<br>0.0599<br>0.0871<br>0.1114<br>0.1774<br>1.8<br>0.0309<br>0.0606<br>0.0880<br>0.1126<br>0.1340<br>0.1521<br>0.1672<br>0.1797<br>0.1899<br>0.1981<br>0.1533<br>2.0<br>2.5<br>0.0311<br>0.0610<br>0.0887<br>0.1350<br>0.1363<br>0.1686<br>0.1812<br>0.1832<br>0.1134<br>0.1915<br>0.1999<br>0.0314<br>0.0616<br>0.0895<br>0.1145<br>0.1548<br>0.1704<br>0.1938<br>0.2024<br>0.1711<br>3.0<br>4.0<br>0.0315<br>0.0316<br>0.0618<br>0.0619<br>0.0898<br>0.1150<br>0.1368<br>0.1372<br>0.1555<br>0.1560<br>0.1841<br>0.1947<br>0.2034<br>0.0901<br>0.1153<br>0.1717<br>0.1847<br>0.1954<br>0.2042<br>5.0<br>0.0316<br>0.0620<br>0.0901<br>0.1154<br>0.1374<br>0.1561<br>0.1719<br>0.1849<br>0.1956<br>0.2044<br>6.0<br>0.0316<br>0.0620<br>0.0902<br>0.1154<br>0.1374<br>0.1562<br>0.1719<br>0.1850<br>0.1957<br>0.2045<br>](https://s3.us-east-1.amazonaws.com/storage.unifolks.com/qimg-008/008_mfjczz0-y5nyvv5x.jpeg)
Extracted text: SITUATION: From the given figure. TABLE GH 003 can be useful. Determine the settlement of the clay in mm if the over burden pressure at the mid-height of the clay layer is 100 kPa. oz = ql, m = B/z, n = L/z %3D 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 1.0 0.1 0.0047 0.0092 0.0132 0.0168 0.0198 0.0222 0.0242 0.0258 0.0270 0.0279 0.2 0.3 0.0092 0.0179 0.0259 0.0328 0.0259 0.0328 0.0387 0.0435 0.0474 0.0504 0.0528 0.0547 0.0794 0.0132 0.0374 0.0474 0.0559 0.0629 0.0686 0.0731 0.0766 0.4 0.0168 0.0474 0.0602 0.0711 0.0801 0.0873 0.0931 0.0977 0.1013 0.5 0.0198 0.0387 0.0559 0.0711 0.0840 0.0947 0.1069 0.1034 0.1104 0.1158 0.1202 0.6 0.0222 0.0435 0.0629 0.0801 0.0947 0.1168 0.1247 0.1311 0.1361 0.0474 0.0504 0.7 0.0242 0.0686 0.0873 0.1034 0.1169 0.1277 0.1365 0.1461 0.1436 0.1491 0.1537 0.1619 0.8 0.0258 0.0731 0.0931 0.1104 0.1247 0.1365 0.1598 0.9 0.0270 0.0528 0.0766 0.0977 0.1158 0.1311 0.1436 0.1537 0.1684 1.0 1.2 0.0279 0.0293 0.0547 0.0573 0.0794 0.0832 0.1013 0.1202 0.1361 0.1491 0.1598 0.1684 0.1684 0.1752 0.1063 0.1263 0.1431 0.1570 0.1777 0.1851 0.1094 0.1300 0.1324 0.1475 0.1503 0.1620 0.1652 1.4 0.0301 0.0589 0.0856 0.1739 0.1836 0.1874 0.1914 0.1955 1.6 0.0306 0.0599 0.0871 0.1114 0.1774 1.8 0.0309 0.0606 0.0880 0.1126 0.1340 0.1521 0.1672 0.1797 0.1899 0.1981 0.1533 2.0 2.5 0.0311 0.0610 0.0887 0.1350 0.1363 0.1686 0.1812 0.1832 0.1134 0.1915 0.1999 0.0314 0.0616 0.0895 0.1145 0.1548 0.1704 0.1938 0.2024 0.1711 3.0 4.0 0.0315 0.0316 0.0618 0.0619 0.0898 0.1150 0.1368 0.1372 0.1555 0.1560 0.1841 0.1947 0.2034 0.0901 0.1153 0.1717 0.1847 0.1954 0.2042 5.0 0.0316 0.0620 0.0901 0.1154 0.1374 0.1561 0.1719 0.1849 0.1956 0.2044 6.0 0.0316 0.0620 0.0902 0.1154 0.1374 0.1562 0.1719 0.1850 0.1957 0.2045
Extracted text: 1000KN 4m 2m A G.S. 2m 2m x 4m 4m SAND Clay eo = 0.8 LL = 60% 6m Zoom image 55.60 75.86 46.20 66.16