KOMPARASI KOEFISIEN PERMEABILITAS (k) PADA TANAH KOHESIF

Djarwanti, Noegroho (2008) KOMPARASI KOEFISIEN PERMEABILITAS (k) PADA TANAH KOHESIF. MEDIA TEKNIK SIPIL, 8 (1). pp. 21-24. ISSN 1412-0976

[img] PDF - Published Version
Download (183Kb)

    Abstract

    Soils are granule structure which form interrelated pores. The water capability to penetrate the soil media is denoted as the coefficient of permeability (k). This research is conducted with falling head and consolidation test. From these test the obtained k value is compared with some k values stated in literatures. The k values in this tests range from 1.00967E-07 cm/s to 2.98689E-05 cm/s. The k value of consolidation test is lower than that of falling head test. The difference of k value between test and literature are 2.15852E-05 cm/s to 3.35206 E-07 cm/s and 8.914E-08 cm/s to 1.607E-07 cm/s by falling head test and consolidation, respectively. Both differences are in the range of 10-8 cm/s to 10- 5 cm/s. Keyword: coefficient of permeability, consolidation test, falling head test, cohesive soil.

    Item Type: Article
    Subjects: T Technology > TA Engineering (General). Civil engineering (General)
    Divisions: Fakultas Teknik > Teknik Sipil
    Depositing User: Users 854 not found.
    Date Deposited: 09 Jul 2013 02:11
    Last Modified: 09 Jul 2013 02:11
    URI: https://eprints.uns.ac.id/id/eprint/1257

    Actions (login required)

    View Item