What will be the filter thickness to increase the safety factor (left sheet pile) against boiling to 4.5 (filter saturated unit weight is 24.4 kN/m3). 9 mWater level5 m8 mWater level2 mI4 m4 m1.5 m3 mPermeable Sand75 m>-1 mCD24 m4 mWater level5 m▾B8 m4 mImpermeable Rock-2 m

Answered: Image /qna-images/answer/805afda0-1302-47d0-8014-49c58305b1d6.jpg

Answered: 9 m Water level 5 m 8 m Water level 2 m…

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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1. Draw SD,BMD for the following if settlement at B reach to 10 cm. I5 AN El-cotant
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Calculate the cost required to construct a premix layer having bulk specific gravity of 2.239 and thickness of 46mm. The material cost is RM170/ton and cost to lay and compact is RM5/m2. The width and length are 7m and 2km respectively. O RM 315 126 ORM 245 126 ORM 299 125 RM 300 317
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The data in the table below is for a closed-polygon traverse. Course Azimuth Length (m) AB 75°14'47" 519.674 BC 455.265 CD DE EA Interior Angles A = 12°25'31" B 48°19'25" 433.426 C = 126°37'24" 425.558 D = 46°03'36" 109.434 E = 306° 34'19" Part A Compute the preliminary azimuths. O AZAB = 57°14'47". Azpc = 303°34′09", AzcD=250°11'30". AZDE=116°15'03". AZEA = 242° 49'19" O AZAB = 75°00'47", AZ BC = 303°00'09", AzcD = 250°00'30", AZDE = 116°00'03", AZEA = 242°00'19" O AZAB = 75°14'47". AzBc = 313° 34'09", AzcD = 25°11'30", AZDE = 116°10'00", AZEA = 224° 49'19" O AZAB = 75°14'47". AzBC = 303°34'09", AzcD = 250°11'30". AZDE = 116°15'03". AZEA = 242° 49'19" Part B Compute the unadjusted departures. Express your answers in meters to six significant figures and separated by commas. AB, BC, CD, DE, EA= Part C vec IVE ΑΣΦΠ ← A Compute the unadjusted latitudes. Express your answers in meters to six significant figures and separated by commas. AB, BC, CD, DE, EA= ΠΑΠΑΣΦ Π vec ^ A ? ? m, m, in mi,…
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Compute the elevation of BM2
deflection @ point C, Yc using area method or double integration method
Construction Surveying
1. IRN 12kN 30° I kn\ 5M |2kN 60⁰ 3RN 5M 60% E + 2kN 5μ 30 2 KA G गीता Determine using method of section the nature of forces AB, AC, BD, CD & CE

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9 m Water level 5 m 8 m Water level 2 m I 4 m 4 m 1.5 m 3 m Permeable Sand 7 5 m >-1 m C D 24 m 4 m Water level 5 m ▾ B 8 m 4 m Impermeable Rock -2 m