settlement_of_shallow_foundations_on_granular_soils (Lutenegger ang DeGroot)

Figure 6.18 McCarthy (1977) Bearing Capacity Chart Based on CPT ................... 161
Figure 6.19 McCarthy (1977) Allowable Soil Pressure Chart Based on CPT .............. 162
Figure 6.20 Design Chart Based on Parry (1977). . ................................. 165
Figure 6.21 Spangler and Handy (1982) Allowable Soil Pressure Chart ................. 166
Figure 6.22 Goel (1982) Allowable Soil Pressure Charts Based on CPT ................. 167
Figure 6.23 Navfac DM7 (1982) Bearing Capacity Chart ............................. 168
Figure 6.24 Hunt (1986) Allowable Soil Pressure Chart .............................. 169
Figure 6.25 Hunt (1986) Comparison of Allowable Soil Pressures. . ................... 170
Figure 6.26 van der Vlugt and Rosenthal (1989) Allowable Soil Pressure Chart ........... 173
Figure 7.1 Normalized Load-Displacement Behavior of Shallow Foundations in Uplift
(from Trautman and Kulhawy 1988). . ................................. 175
Figure 7.2 Nondimensional Load- Settlement Behavior of Plates
(from Meyerhof and Murdock 1953) ................................... 177
Figure 7.3 Nondimensional Load-Settlement Behavior (from Meyerhof and
Murdock 1953) .................................................... 178
Figure 7.4 Nondimensional Load-Settlement Behavior (from Burland et a!. 1966) ........ 179
Figure 7.5 Normalized Load vs. Displacement Behavior of Deep Foundations in
Uplift (from Tucker 1987). . ......................................... 180
Figure 7.6 Normalized Load vs. Displacement Behavior of Drilled Shafts in Granular
Soils (from Rollins et a!. 1994). . ..................................... 182
Figure 7.7 Normalized Load-Settlement Behavior of Drilled Shafts (after Matsui 1993) ... 183
Figure 7.8
Normalized Load-Settlement Behavior of End Resistance of Drilled Shafts
(Ghionna et a!. 1993). . ............................................. 184
Figure 7.9 Normalized Tip Resistance ofDrilled Shafts in Sand (Ghionna eta!. 1994) ..... 185
Figure 7.10 Settlement of Shallow Foundations on Sand (after Vesic 1973) .............. 186
Figure 7.11 Normalized Load-Displacement Behavior of Shallow Foundations on Sand
(after Vesic 1973) .................................................. 187
Figure 7.12 Slope Tangent Intersection Method of Determining Failure Load ............. 189
Figure 7.13 Normalized Load-Settlement Data for Small Scale Laboratory Load Tests. . ... 198
Figure 7.14 Normalized Load-Settlement Data for Small Footing Load Tests ............. 199
Figure 7.15 Normalized Load-Settlement Data for Medium Footing Load Tests ........... 200
Figure 7.16 Normalized Load-Settlement Data for Large Footing Load Tests ............. 201
Figure A. I Schematic of Split Spoon Sampler. .................................... 229
Figure A.2 Split Spoon Geometry (from ASTM 1994) .............................. 230
Figure A.3 SPT Hammer Configurations: (a) pin weight hammer, (b) safety hammer,
and (c) donut hammer (from Riggs eta!. 1984) .......................... 231
Figure B .I Schematic of the CPT ............................................... 23 6
Figure B.2 Mechanical Friction Mantle Cone (from ASTM 1994) ..................... 237
Figure B .3 Electrical Cone. . .................................................. 23 8
Figure B.4 Electrical Cone Wiring Diagram. . .................................... 239
Figure B.5 Electrical CPT Data Acquisition. . .................................... 240
Figure B.6 Begemann (1965) Chart for Soil Type .................................. 241
Figure B.7 Douglas and Olsen (1981) Electric Cone Chart ........................... 242
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