gai199nign Isinomnorivn3 bas liviƆ ni deiSt bns ,2oiteite12 nilidado11 4. Given a building basement (10 m deep) in a foundation soil with o' =30° and y 18.0 kN/m², calculate and plot the distribution of the lateral earth pressure at rest along the right face of the basement. Note that the area had been subjected to 200 meter of ice load during the glacial period. No other significant erosion and excavation had taken place at the site. Assume that the water table during glacial period was on ground surface.linm-3 130C Kun Use y(ice) = 9.00 kN/m³ %3D (ubo ubof00pms2n) paruneems2 inadeA :insieizzA gaidbeST ng 21:-00:E WM temiT zsl Inominionge vl:noH sofn0 zotouleni Hint: Foundation soil is overconsolidated due to past ice load.
gai199nign Isinomnorivn3 bas liviƆ ni deiSt bns ,2oiteite12 nilidado11 4. Given a building basement (10 m deep) in a foundation soil with o' =30° and y 18.0 kN/m², calculate and plot the distribution of the lateral earth pressure at rest along the right face of the basement. Note that the area had been subjected to 200 meter of ice load during the glacial period. No other significant erosion and excavation had taken place at the site. Assume that the water table during glacial period was on ground surface.linm-3 130C Kun Use y(ice) = 9.00 kN/m³ %3D (ubo ubof00pms2n) paruneems2 inadeA :insieizzA gaidbeST ng 21:-00:E WM temiT zsl Inominionge vl:noH sofn0 zotouleni Hint: Foundation soil is overconsolidated due to past ice load.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:gui19nign Ieinomnorivna bns liviƆ ni deiSt bns ,2oiteitsi2nilidado11
4. Given a building basement (10 m deep) in a foundation soil with o' =30° and y = 18.0 kN/m³,
calculate and plot the distribution of the lateral earth pressure at rest along the right face of the
basement. Note that the area had been subjected to 200 meter of ice load during the glacial period.
No other significant erosion and excavation had taken place at the site.
Assume that the water table during glacial period was on ground surface.n :lism-3
CEE 301
Use y(ice) = 9.00 kN/m³
(ubo ubo00ems26) p9quneerms2 insdeA :ansteizeA gaidbnsT
Hint: Foundation soil is overconsolidated due to past ice load.
Inominiongs va :enoH sofno otoutent
Vishiw
(D) ganoonigro
noitelonos bns
sand soil
Base yhe nt
4=30°
Potting
boismongo i
Ourrent witer Table
scale
seale
snilro vlstolqmoo o bomso od liw 20utool or.ormsbong P1-CVOO bouniino0
00l onilnO 1oblot arli 1obru bateog oe zgnitsom e2alo orh of 2dnil sT on
.Hiw 1o sra asdtons a blord od lliw a8alo orli eh gonevbn i totointeni ol
s bsndo ni oldslisvs smosd lliw mol ar to goib1001 0
evab 0E ol donp buols
AiH weDaM,ibive mailiW d nohh
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