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Recommendations are given for two calculation methods, based on direct proportionality between resistance and deflection; coefficient of proportionality for sand increases linearly with depth while for stiff clay coefficient is constant; for soft clay it is recommended that pile should be surrounded with back fill of well-packed crushed rock, so designed that deflections in fill will be negligible. English summary.
Recommendations are given for two calculation methods, based on direct proportionality between resistance and deflection; coefficient of proportionality for sand increases linearly with depth while for stiff clay coefficient is constant; for soft clay it is recommended that pile should be surrounded with back fill of well-packed crushed rock, so designed that deflections in fill will be negligible. English summary.
Lateral resistance of piles
Palars sidomotstand
Hellstrom, G. (author)
1964
Article (Journal)
Swedish
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