Construction of a new building founded on a clayey soil was completed in January 2010. In January 2014, the average consolidation settlement of the foundation in clay was recorded as 10 mm. The ultimate consolidation settlement was estimated in design as 40 mm. Considering double drainage to occur at the clayey soil site. The expected consolidations settlement in January 2019 (in mm, round off to the nearest integer) will be

Q: A clean sandstone core sample with diameter of 3.8 cm and length of 5.6 cm is saturated with a…

A: Solution: Given Data: Diameter d=3.8 cmLength L=5.6 cmradius=1.9 cm  1. Estimation of Rock porosity…

Q: consolidated tri-axial test was conducted on a normally consolidated clay. The results were as…

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Q: A clay sample was tested in the laboratory for unconfined compressive test. Determine the undrained…

A: Given data in question  Clay sample Unconfined compressive strength test was performed.  Unconfined…

Q: A normally consolidated soil was subjected to tri-axial test with the following data: cell pressure=…

A: Compute the shear stress on the failure plane?

Q: ted tri-axial test was conducted on a normally consolidated clay. The results were as follows:…

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Q: hree samples of Soll were collected dauring soll exxploration for of a Highrise Building a) Choose…

A: Solution: Three samples of Soil were collected during soil exploration for the construction of a…

Q: The time required for a 50% consolidation of a 25 mm thick layer (drained at both sides) in the…

A: solutionTime for 50% consolidationt=2min 20sec=140 secfrom settlement tableTv=0.197 for 50%…

Q: 1. The pressure versus void ratio data determined from a consolidation test on an undisturbed clay…

A: The pressure and void ratio are tabulated below.Pressure (kPa)Void…

Q: In a consolidation test, the void ratio of the specimen which was 1.052 under the effective pressure…

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Q: Scenario The concrete dam in the figure below is to be built on top of a soil whose profile consists…

A: Solving question 1Given data,question related to geotechnical engineering, FINDa) What will be the…

Q: The following results were obtained from a liquid limit test on a clay using the Casagrande cup…

A: Given data Number Of Blows Water Content (%) 6 52.5 12 47.1 20 43.2 28 38.6 32…

Q: An oedometer (consolidation) test is performed on a normally consolidated clay stratum that is 8.5…

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Q: 8.2 The results of a laboratory consolidation test on a clay sample are given below. Pressure, o…

A: Given:- The results of a laboratory consolidation test on a clay sample are given below.

Q: Question 18 A consolidated undrained triaxial test is conducted on a sand specimen, the confining…

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Q: consolidation. How many days will a 2 m thick layer of identical clay sandwiched between sand layers…

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Q: Sample No. Cell pressure Deviator stress at failure (kN/m²) (kN/m²) 100 600 2 200 750 3 300 870 1.

A: Given details about CU shear test:

Q: The following results were obtained by testing a sample of clay: water content 25.6%, liquid limit…

A: Given data:- The given value of Water content, WC=25.6% The given value of Liquid Limit is, LL=43.5%…

Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.