gui19nign Ieinomnorivna bns liviƆ ni deiSt bns ,2oiteitsi2nilidado114. 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 thebasement. 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-3CEE 301Use y(ice) = 9.00 kN/m³(ubo ubo00ems26) p9quneerms2 insdeA :ansteizeA gaidbnsTHint: Foundation soil is overconsolidated due to past ice load.Inominiongs va :enoH sofno otoutentVishiw(D) ganoonigronoitelonos bnssand soilBase yhe nt4=30°Pottingboismongo iOurrent witer Tablescalesealesnilro vlstolqmoo o bomso od liw 20utool or.ormsbong P1-CVOO bouniino000l 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 ols bsndo ni oldslisvs smosd lliw mol ar to goib1001 0evab 0E ol donp buolsAiH weDaM,ibive mailiW d nohh

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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.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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