Initial Results From Small-Scale Frost Heave Experiments in a Centrifuge
Table 1. Scale factors for geotechnical centrifuge modeling
FROST HEAVE MODELING
Figure 3. Sample containers in the centrifuge
RESULTS - CR95_090010
Figure 5. Sample used in 32-g experiment.
CONCLUSIONS AND FUTURE EXPERIMENTS
LITERATURE CITED - CR95_090013
LITERATURE CITED-continued - CR95_090014
APPENDIX A: SOME SCALE FACTORS FOR CONVENTIONAL CENTRIFUGE MODELING
CROCE'S DERIVATION OF SCALE FACTORS FOR CONVENTIONAL GEOTECHNICAL MODELING USING SCALAR MODEL LAWS-continue
CENTRIFUGE TECHNIQUE
APPENDIX B: SCALING THE RIGIDICE MODEL
Figure B2. Stress partitioning of ice, water and air
APPENDIX B: SCALING THE RIGIDICE MODEL-continue - CR95_090020
APPENDIX B: SCALING THE RIGIDICE MODEL-continue - CR95_090021
Report Documentation Page - CR95_090022
CR95_09
Table 1. Scale factors for geotechnical centrifuge modeling
FROST HEAVE MODELING
Figure 3. Sample containers in the centrifuge
RESULTS - CR95_090010
Figure 5. Sample used in 32-g experiment.
CONCLUSIONS AND FUTURE EXPERIMENTS
LITERATURE CITED - CR95_090013
LITERATURE CITED-continued - CR95_090014
APPENDIX A: SOME SCALE FACTORS FOR CONVENTIONAL CENTRIFUGE MODELING
CROCE'S DERIVATION OF SCALE FACTORS FOR CONVENTIONAL GEOTECHNICAL MODELING USING SCALAR MODEL LAWS-continue
CENTRIFUGE TECHNIQUE
APPENDIX B: SCALING THE RIGIDICE MODEL
Figure B2. Stress partitioning of ice, water and air
APPENDIX B: SCALING THE RIGIDICE MODEL-continue - CR95_090020
APPENDIX B: SCALING THE RIGIDICE MODEL-continue - CR95_090021
Report Documentation Page - CR95_090022
CR95_09
