JuoSituation 1: alqma Isoubilya s no 300 hom63 28W 120 illdsom bsod terco ASito be A layer of saturated clay 4 m thick is overlain by sand 5 m deep, the water table being3 m below the surface. The saturated unit weights of the clay and sand are 19 and 20kN/m², respectively. Above the water table, the dry unit weight of the sand is 17kN/m³. Determine the following:169 111.Effective stress.167 kPab. 71.38 kPa2. Water pressure.a.167 kPab.71.38 kPaASYMENTnim ni PTSS.Od.nimal+vsso dalmal 2017.O.b3. Total stress or pressure.167 kPa108.14 kPa58.86 kPaim ni ni vioolov.sgisdbal108.14 kPa58.86 kPanimal XP240biov odt li visolev ogeqso?TA24.0niral 201.IdC.108.14 kPadribsnodeb. sin 71.38 kPani benimsieb 26 dalam 58.86 kPa vivibubno osbyd SATbozu sish edT 191emseneg baad gailiste to seu geblso

Answered: Image /qna-images/answer/d2580a2d-10b1-4b0d-8652-a1d607aeb0e8.jpg

$170 Situation 1: alqmhe Issubriva s no duo hore zaw 120 ildeom og beod serco A layer of saturated clay 4 m thick is overlain by sand 5 m deep, the water table being kN/m³, respectively. Above the water table, the dry unit weight of the sand is 17 3 m below the surface. The saturated unit weights of the clay and sand are 19 and 20 1102 on kN/m³. Determine the following: 769x11 200 Ingy NEN 1. Effective stress. 167 kPa 71.38 kPa a. b. nimni PTSS.O im 2018.O 2. Water pressure. a. 167 kPa b. 71.38 kPa nimai +25.0 C. d. à 108.14 kPa 58.86 kPa C. 165v1 DoPO 159V TSS.O m\ni ni voofov sisdbeiti 108.14 kPa 58.86 kPa nim ni XP24.0 d biov ont li yupolev sgegss2 .8 24.0 nirani 2011 d 3. Total stress or pressure. 108.14 kPa 167 kPa a Snobudi2 dibisodeb. sin 71.38 kPa ni benims39b 26 deler58.86 kPa viviubaos susbyd T to 92

$170 Situation 1: alqmhe Issubriva s no duo hore zaw 120 ildeom og beod serco A layer of saturated clay 4 m thick is overlain by sand 5 m deep, the water table being kN/m³, respectively. Above the water table, the dry unit weight of the sand is 17 3 m below the surface. The saturated unit weights of the clay and sand are 19 and 20 1102 on kN/m³. Determine the following: 769x11 200 Ingy NEN 1. Effective stress. 167 kPa 71.38 kPa a. b. nimni PTSS.O im 2018.O 2. Water pressure. a. 167 kPa b. 71.38 kPa nimai +25.0 C. d. à 108.14 kPa 58.86 kPa C. 165v1 DoPO 159V TSS.O m\ni ni voofov sisdbeiti 108.14 kPa 58.86 kPa nim ni XP24.0 d biov ont li yupolev sgegss2 .8 24.0 nirani 2011 d 3. Total stress or pressure. 108.14 kPa 167 kPa a Snobudi2 dibisodeb. sin 71.38 kPa ni benims39b 26 deler58.86 kPa viviubaos susbyd T to 92

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter2: Geotechnical Properties Of Soil

Section: Chapter Questions

Problem 2.16P

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