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Title: Matakuliah: S2094 / Rekayasa Pondasi


1
Pertemuan 04Penyelidikan Tanah
  • Matakuliah S2094 / Rekayasa Pondasi
  • Tahun 2005
  • Versi 1.1

2
Cone Penetration Test (CPT)
  • Originally Developed in Netherlands 1930s
  • Further developments in 1950s
  • Dutch Cone
  • ASTM D 3441
  • Types of CPT devices
  • mechanical cone
  • electric cone
  • piezocone

3
Mechanical Cone
4
Electrical Cone
5
Cone Penetrometer
6
(No Transcript)
7
CPT Truck
8
Crawler Type CPT Truck
9
CPT Truck Interior
10
CPT Operation Inside the CPT Truck
11
CPT Data Acquisition Analysis
12
Cone Penetration Test (Sondir)
13
Cone Penetration Test (Sondir)
14
Cone Penetration Test (Sondir)
cu qc/14 (Begeman1963)cu fs/12qc/N 3-6
15
Cone Penetration Test (Sondir)
  • Ada 2 macam yaitu
  • Standard type (mantel konus)
  • Friction Sleeve (bikonus)
  • Ujungnya terdiri dari sebuah kerucut (konus) 600,
    luas penampang 10 cm2.
  • Dapat mencapai kedalaman 30 m, tergantung kondisi
    tanah.
  • Sondir ringan 2.5 ton Sondir berat 10 ton
  • Cocok untuk di Indonesia, terdapat banyak lapisan
    lempung yang dalam dengan kekuatan rendah.
  • Nilai konus dalam kg/cm2
  • Nilai konus yang diperoleh sondir tidak dapat
    disamakan dengan daya dukung tanah !!

16
Cone Penetration Test (CPT)
  • Measures
  • Cone Resistance, qc
  • Sleeve Resistance, fsc
  • Typical CPT results

17
Typical CPT Data
18
Use of CPT Data
19
CPT Versus SPT
  • CPT Advantages over SPT
  • provides much better resolution, reliability
  • versatility pore water pressure, dynamic soil
    properties
  • CPT Disadvantages
  • Does not give a sample
  • Will not work with soil with gravel
  • Need to mobilize a special rig

20
Vane Shear Test
  • Originally developed by Swedisg Engineer, John
    Olsson in 1920s
  • Now Standardized as ASTM D2573
  • Specially suited for soft, sensitive clays
  • Quick test, used to determine undrained shear
    strength

21
Vane Shear Test
  • Relationship between Su and applied Torque
  • Relationship between Su and applied Torque (after
    correction factor)

22
Pressuremeter
23
Flat Plate Dilatometer
24
Comparison of In-Situ Test Methods
  • Table 3.5
  • Simplicity ruggedness
  • Ease of Testing
  • Resolution
  • Basis for Interpretation
  • Types of Soils
  • Equipment Availability
  • Potential for Future Development

25
Comparison of In-Situ Test Methods
26
Geophysical Exploration Methods
  • Seismic Survey
  • Seismic Refraction
  • Seismic Reflection
  • Electrical Resistivity
  • Ground Penetration Radar

27
  • Seismic Survey
  • Seismic Refraction

28
  • Seismic Survey
  • Seismic Reflection

29
  • Electrical Resistivity
  • Ground Penetration Radar

30
Economics
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