@misc{eprints30140,
           month = {Januari},
           title = {PENGARUH KEJENUHAN AIR TANAH LEMPUNG ORGANIK 
MENGGUNAKAN PERMODELAN LABORATORIUM},
          author = {1345011006 CHINTIA MAKKI },
         address = {UNIVERSITAS LAMPUNG},
       publisher = {FAKULTAS TEKNIK},
            year = {2018},
             url = {http://digilib.unila.ac.id/30140/},
        abstract = {Tanah lempung mengalami perubahan volume jika kadar air berubah, Kembang
susut tanah yang besar, pada tanah lempung organik umumnya memiliki kuat
geser yang rendah. 

Pada penelitian ini, sampel tanah diambil dari Daerah Jabung, Kabupaten
Lampung Timur untuk dilakukan pengujian permodelan laboratorium pada kotak
kaca dengan alat vane shear dan direct shear dengan berat tanah yang dipakai
{$\pm$}117.000 gram/ 117 kg 

Pengujian geser langsung pada kondisi tanah tak jenuh di kedalaman 30 cm
didapatkan nilai kuat geser sebesar 0,1286 kg/cm
2
, pada pengujian geser baling
didapatkan 0,61 kg/cm
2 
dengan daya dukung tanah sebesar 1,4103 kg/cm
,
kedalaman 50 cm didapatkan nilai kuat geser sebesar 0,1196 kg/cm
, pada
pengujian geser baling didapatkan 0,61 dengan daya dukung tanah sebesar 1.7018
kg/cm
2
. Pada kondisi tanah jenuh kedalaman 30 cm didapatkan nilai kuat geser
pada pengujian geser langsung sebesar 0,1286 kg/cm
2
, pada pengujian geser
baling sebesar 0,61 kg/cm
2
 dengan daya dukung tanah sebesar 1,0347 kg/cm
,
kedalaman 50 cm didapatkan nilai kuat geser sebesar 0,0861 kg/cm
, pada
pengujian geser baling didapatkan 0,46 kg/cm
2
 dengan daya dukung tanah sebesar
1,3997 kg/cm
2
. Dari hasil pengujian uji geser langsung  dan uji geser baling
diketahui bahwa nilai kuat geser pada uji geser langsung lebih kecil dibandingkan
dengan uji geser baling.

Kata kunci : Vane Shear, Direct Shear, Kuat Geser Tanah, Daya Dukung Tanah 


ABSTRACT

The limited area for civil construction is affecting people to make building
construction upper the clay- organic. The soil that contains much of clay sustain
have volume alteration when it have different water content. Substraction of 
water content effect clay-shrinking and otherwise if water content is increasing,
the clay is swelling. Substantial-swelling effect  upper construction structure
because the sustain volume of soil make construction become unsafety that
needed some particular treatment. That will endanger construction upper the soil,
because the clay- organic have a low shearing strain.  
The speciment of investigation soil was obtained in Jabung, East Lampung. The
speciment of soil obtain direct shear and vane shear modeling test using glass box
with contain {$\pm$}130.730gram/ 130.7kg of soil. 

Direct shear test for 30 cm depth below  surface undrained soil obtain some result.
The result are for shearing strain is 0.1286 kg/cm
2
, shearing strain of vane shear
test is 0,61 kg/cm
2
, and  the value of  bearing capacity is 1,4103 kg/cm
. for 50 cm
depth below  surface undrained soilinto obtain result for shearing strain is 0.1196
kg/cm
2
, shearing strain of vane shear test is 0,61 kg/cm
2
, and the value of  bearing
capacity is 1,7018 kg/cm
2
. Direct shear test for 30 cm depth below  surface
drained soil obtain result for shearing strain is 0,1286 kg/cm
2
, shearing strain of
vane shear test is 0,61 kg/cm
2
, and the value of bearing capacity is 1.0347 kg/cm
,
for 50 cm depth below  surface drained soil obtain result for shearing strain is
0,0861 kg/cm
2
, shearing strain of vane shear test is 0,46 kg/cm
2
, and the value of 
bearing capacity is 1.3997 kg/cm
2 
. From the direct shear and vane shear test, it
was obtained that shearing strain in direct shear test is lower than vane shear test. 


Keywords : Direct Shear Test, Vane Shear Test, Shearing Strain, The Clay-
Organic, Bearing Capacity 
}
}