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...


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SITUATION: From the given figure. TABLE GH O03 can be useful.<br>Determine the increase in vertical stress, in kPa, oz at a depth where settlement will occur.<br>oz = ql,<br>m = B/z,<br>n = L/z<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>1.8<br>0.0279<br>0.0547<br>0.0092<br>0.0222<br>0.0242<br>0.0258<br>0.0270<br>0.0132<br>0.0259<br>0.0374<br>0.1<br>0.0047<br>0.0168<br>0.0198<br>0.0435<br>0.0474<br>0.0504<br>0.0528<br>0.0179<br>0.0259<br>0.2<br>0.0092<br>0.0328<br>0.0387<br>0.3<br>0.0132<br>0.0474<br>0.0559<br>0.0629<br>0.0686<br>0.0731<br>0.0766<br>0.0794<br>0.4<br>0.0168<br>0.0328<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>0.1202<br>0.1361<br>0.0198<br>0.0387<br>0.0711<br>0.0947<br>0.1034<br>0.1104<br>0.1158<br>0.0559<br>0.0629<br>0.5<br>0.0840<br>0.6<br>0.0222<br>0.0435<br>0.0801<br>0.0947<br>0.1069<br>0.1168<br>0.1247<br>0.1311<br>0.1277<br>0.1365<br>0.1436<br>0.1537<br>0.1491<br>0.1598<br>0.0242<br>0.0873<br>0.1169<br>0.1365<br>0.1034<br>0.1104<br>0.7<br>0.0474<br>0.0686<br>0.8<br>0.0258<br>0.0504<br>0.0731<br>0.0931<br>0.1247<br>0.1461<br>0.1537<br>0.1598<br>0.1684<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>0.1619<br>0.1684<br>0.1361<br>0.1431<br>0.1491<br>0.1570<br>0.1620<br>0.1684<br>0.1777<br>0.1752<br>0.1851<br>0.0547<br>0.0794<br>0.1013<br>0.1202<br>1.0<br>12<br>0.0279<br>0.0293<br>0.0573<br>0.0832<br>0.1063<br>0.1263<br>0.1739<br>0.1774<br>0.1914<br>0.1955<br>0.1836<br>0.0589<br>10E00<br>0.0856<br>0.0871<br>0.1094<br>0.1114<br>0.1300<br>0.1324<br>0.1475<br>0.1503<br>0.1521<br>14<br>0.1652<br>0.1874<br>16<br>0.0306<br>0.0599<br>0.1672<br>0.1797<br>0.1899<br>0.1981<br>0.1126<br>0.1134<br>0.1145<br>18<br>0.0309<br>0.0606<br>0.0880<br>0.1340<br>0.1915<br>0.1938<br>0.1947<br>0.1999<br>0.2024<br>0.1686<br>0.1812<br>0.1350<br>0.1363<br>0.1368<br>0.1533<br>0.0887<br>0.0895<br>0.0311<br>0.0610<br>20<br>25<br>0.1548<br>0.1704<br>0.1832<br>0.0314<br>0.0616<br>0.1711<br>0.1717<br>0.2034<br>0.1555<br>0.1560<br>0.1841<br>0.1847<br>0.1150<br>0.0618<br>0.0619<br>0.0898<br>0.0901<br>3.0<br>0.0315<br>0.2042<br>0.2044<br>0.2045<br>0.1153<br>0.1372<br>0.1954<br>4.0<br>0.0316<br>5.0<br>00316<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>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>

Extracted 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<br>4m<br>B.<br>2m<br>A.<br>G.S.<br>2m<br>2m x 4m<br>4m<br>SAND<br>Clay<br>eo = 0.8<br>LL = 60%<br>6m<br>Q zoom image<br>10.69<br>12.35<br>7.35<br>8.91<br>

Extracted 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
Jun 10, 2022
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