The MMDA in its previous study for aproposed sanitary land fill site in Cavite isplanning to use a day liner for the landfill.Tests were performed on a sample clay from aborrow site. It was deemed necessary to havea minimum clay liner thickness of 0.30 m. Thefollowing results were obtained in thelaboratory testInitial water lev! in standpipe... 96 cm.Final water level in standpipe...56 cm.12 mmDiameter of standpipeTRAHeight of soil sampleDiameter of soil sampleDuration of test114Height of soil sampleDiameter of soil sampleThe project manager would like to daterminethe effectiveness of using on-site clay soils forthe lining material if it is favorable. Teste werealso performed on the on-site clay and thefollowing results were obtained.Volume of water collected....Constant head.Duration of test10.2 cm.5.4 cm.12 hours.....8 cm.5 cm.75600 cm³60 cm.1050 hoursCompute the permeability of the borrowclay in cm/sec.a)b) Compute the permeability of the on-siteclay in cm/sec.c)Compute the thickness of th-site claywhich is equivalent to 0.. n. of theborrow clay.

Given Initial water level in standpipe = 96cm Final water level in standpipe = 56cm Diameter of…

The MMDA in its previous study for a proposed sanitary land fill site in Cavite is planning to use a day liner for the landfill. Tests were performed on a sample clay from a borrow site. It was deemed necessary to have a minimum clay Iiner thickness of 0.30 m. The following results were obtained in the laboratory test Initial water lev! in standpipe... 96 cm. Final water level in standpipe... Diameter of standpipe 56 cm. 12 mm Height of soil sample Diameter of soil sample Duration of test... The project manager would like to datermine the effectiveness of using on-site clay soils for the lining material if it is favorable. Teste were also performed on the on-site clay and the following results were obtained. Height of soil sample ........ Diameter of soil sample Volume of water collected.. Constant head. Duration of test ... c) 10.2 cm. 5.4 cm 12 hours. *** 8 cm. 5 cm. 75600 cm³ 60 cm. 1050 hours a) Compute the permeability of the borrow clay in cm/sec. b) Compute the permeability of the on-site clay in cm/sec. Compute the thickness of th-sile clay which is equivalent to 0. n. of the borrow clay.

The MMDA in its previous study for a proposed sanitary land fill site in Cavite is planning to use a day liner for the landfill. Tests were performed on a sample clay from a borrow site. It was deemed necessary to have a minimum clay Iiner thickness of 0.30 m. The following results were obtained in the laboratory test Initial water lev! in standpipe... 96 cm. Final water level in standpipe... Diameter of standpipe 56 cm. 12 mm Height of soil sample Diameter of soil sample Duration of test... The project manager would like to datermine the effectiveness of using on-site clay soils for the lining material if it is favorable. Teste were also performed on the on-site clay and the following results were obtained. Height of soil sample ........ Diameter of soil sample Volume of water collected.. Constant head. Duration of test ... c) 10.2 cm. 5.4 cm 12 hours. *** 8 cm. 5 cm. 75600 cm³ 60 cm. 1050 hours a) Compute the permeability of the borrow clay in cm/sec. b) Compute the permeability of the on-site clay in cm/sec. Compute the thickness of th-sile clay which is equivalent to 0. n. of the borrow clay.

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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