Fine sand Clay Coarse sand 3m 7.4m 2m
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The soil profile at a site for a proposed office building consists of a layer of fine sand 10.4 m thick
above a layer of soft, normally consolidated clay 2 m thick. Below the soft clay is a deposit of coarse
sand. The groundwater table was observed at 3 m below ground level. Above the groundwater table,
saturation is 50%. The void ratio of the fine sand is 0.76 and the water content of the clay is 43%.
The building will impose a vertical stress increase of 140 kPa at the middle of the clay layer.
Estimate the primary consolidation settlement of the clay, Cc = 0.3, and Gs = 2.7.
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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* Standard Reference of Atterberg Limits Test is ASTM D 8215 O ASTM D 4318 ASTM D 6523 ASTM D 3211 O ASTM D 6443 OH.W. 4 Given: Velocity = 50m/s discharge= 5 m/s O = 180° Vehicle %3D %3D フプフ neglect frictions Find the frce requised ?
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- Ans 12%Define the Purkaystha and Char reduction factor method ?So, he wittingly set up a theodolite at point A, where angle BAD is exactly 90°, and he used stadia to measure the distance between points A and F, the center of the square lot BCED. The upper and lower hair readings were1.20 m and 0.92 m, respectively. The stadia interval factor (K) is known to be 101.0152545 and the instrument constant (C) is zero. He then set up the same instrument at point A and used a 2-meter subtense bar at point D to find the distance between points A and D. The subtended angle was read as 3°49'5.9". Using the computed distances of AF and AD, what is the area of the square BCED? (Round your final answer to 6 decimal places, if necessary.) The area of the square lot BCED is m?.