interpretation of laboratory and field test results for ... - Gnpgeo.com.my

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• Termination criteria Blows/300mm (maximum 400 blows/300mm) Max 15m depth • Precautionary measures Free fall and consistent drop height Components and apparatus properly washed and oiled G&P Geotechnics Sdn Bhd
• Typical test results G&P Geotechnics Sdn Bhd
Page 1 and 2: INTERPRETATION OF LABORATORY AND FI
Page 3 and 4: INTRODUCTION NEED Neglected topic;
Page 5 and 6: G&P Geotechnics Sdn Bhd
Page 7 and 8: OBJECTIVES 1) Illustrate the import
Page 11 and 12: • Apparatus Cased hardened steel
Page 13: For practical application: - Result
Page 17 and 18: • Applications Identifying locali
Page 21 and 22: • Comparison between JKR probe an
Page 23 and 24: 0 JKR Blows 0 100 200 300 400 0 2 2
Page 25 and 26: Shear Strength In kPa Depth From Gr
Page 27 and 28: Standard Penetration Test (SPT) A p
Page 29 and 30: Split-Spoon Sampler Driving Shoe Sp
Page 31 and 32: 5 - 10 - 30 - 20/30cm Seating drive
Page 35 and 36: Formation Level CLAY SAND SILTY CLA
Page 37 and 38: Reduced Level (ft) G&P Geotechnics
Page 39 and 40: New Technology …automatic G&P Geo
Page 41 and 42: Piezocone Results G&P Geotechnics S
Page 43 and 44: N k = 11-19 Lunne & Kleven (1981) N
Page 45 and 46: G&P Geotechnics Sdn Bhd Cone factor
Page 49 and 50: Vane Shear Test 1)Vane test in bore
Page 51 and 52: Most common errors - Computation -
Page 59 and 60: SPECIFICATIONS A) Consolidation Tes
Page 61 and 62: G&P GEOTECHNICS SDN. BHD. (Geotechn
Page 65 and 66:
CONSOLIDATION TEST RESULTS Void Rat
Page 67 and 68:
Coefficient of Consolidation, Ch m
Page 69 and 70:
G&P Geotechnics Sdn Bhd NAVFA C DM7
Page 71 and 72:
Compression index, C c and Recompre
Page 73 and 74:
Coefficient of secondary compressio
Page 75 and 76:
G&P Geotechnics Sdn Bhd
Page 77 and 78:
Conventional Foundation for Low Ris
Page 79 and 80:
TWO Conditions : (A) Total Stress :
Page 81 and 82:
Excavation: Check Depth of Excavati
Page 83 and 84:
Page 85 and 86:
Page 87 and 88:
Page 89 and 90:
Equipment for Triaxial Test
Page 91 and 92:
Mohr- Coulomb G&P Geotechnics Sdn B
Page 93 and 94:
MIT & Cambridge Stress Path Plot
Page 95 and 96:
For Slopes & Walls Analyses Paramet
Page 97 and 98:
t' = (σ 1 ' - σ 3 ')/2 500 450 40
Page 99 and 100:
φ’ Values vs Plasticity Index (a
Page 101 and 102:
Φ’ vs % of Fines 35 30 25 G&P Ge
Page 104 and 105:
Correct Interpretation
Page 107 and 108:
YOU PAY FOR SOIL INVESTIGATION WHET
Page 109 and 110:
Page 111 and 112:
REFERENCES ASTM, (1986) Standard Te
Page 113:
REFERENCES Sanglerat, G, (1972) The
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