مكالمات طوارئ ف. . .%9Vwo10:472_52627713550...The water tablein acertain avea is adepthbelow sur face to adepth of (12m). The Soil Cons'st ofPine Sand hauingan average voids ratio of (o.7) A bove thewater table the Sand has an avarge dogree ofBeturafion of(502) · Caleulate the effectie Stresses on a hori 2ontal plane atdepth (lom) below ground Surface, what will be increase in theeffective stresses if the soil gets Safurated by capillaryup to height of (Im ) abeve the water fable Gs =2.65.Hiw@A clay stratum(8m) thick is located at depth of (Gm) from theground Sarfuce The hatural Mois fure Cantent of the clay is (567)and Ge-2:75 The Stil strafum between the ground surface and theclay Consist aof fine Sand. The water table is toauted at dethof cem) below the ground Srface, The Sum berged unit weight offine Sand is (lo.5) kN/m3 and its moist unit weight akeivewoter table is (18.68 KNIM) Calculabe the effective stress atthe Center of the clay tayer.

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Hiw@ A clay stratum(8m) thick is located at depth ground Sarfuce The natural Mois ture Cantent of the clay is (567) and Gs-2.75 The Sail strafum between the ground sur face and the clay Consist of fine Sand. The water table is tocutedl at dep4h of (2m) below the ground Srfacp, The Sum berge d unit woight of fine Sand is (l0.5) kN/m3 and its moist unit weight akeive woter table is (18.68 KN/m³) Calculabe the effective stress at the Center of the clay layer.

Hiw@ A clay stratum(8m) thick is located at depth ground Sarfuce The natural Mois ture Cantent of the clay is (567) and Gs-2.75 The Sail strafum between the ground sur face and the clay Consist of fine Sand. The water table is tocutedl at dep4h of (2m) below the ground Srfacp, The Sum berge d unit woight of fine Sand is (l0.5) kN/m3 and its moist unit weight akeive woter table is (18.68 KN/m³) Calculabe the effective stress at the Center of the clay layer.

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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A 5.00m clay overlain with a 5.00m sand. The sand has a specific gravity of 2.65 and a void ratio of 0.70. The clay has a saturated unit weight of 19.22kN/cub.m, a void ratio of 0.90 and a liquid limit of 60%. The water table is located 1.00m below the ground surface and the soil above the water table is 50% saturated. A load of 75kPa is distributed on top of the ground surface. What is the overburden pressure on the mid-height of the clay layer?
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