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Mechanical properties of sand subjected to dynamic load by shallow footing
Paper deals with effects of loading rate on bearing capacity, modulus of subgrade reaction of sand, etc, subjected to vertical and diagonal load of shallow footing; experiments were carried out on several kinds of sand, dense and loose, air-dried and saturated, at loading rate ranging from about 10-4 kg/sq cm/sec to about 102 kg/sq cm/sec; footing used was cylinder with diam of 15 cm, made of steel; load applied and settlement of footing were measured electrically.
Mechanical properties of sand subjected to dynamic load by shallow footing
Paper deals with effects of loading rate on bearing capacity, modulus of subgrade reaction of sand, etc, subjected to vertical and diagonal load of shallow footing; experiments were carried out on several kinds of sand, dense and loose, air-dried and saturated, at loading rate ranging from about 10-4 kg/sq cm/sec to about 102 kg/sq cm/sec; footing used was cylinder with diam of 15 cm, made of steel; load applied and settlement of footing were measured electrically.
Mechanical properties of sand subjected to dynamic load by shallow footing
World Conference Earthquake Eng
Takeda, J. (Autor:in) / Tachikawa, H. (Autor:in)
Proceedings of the 3rd World Conference on Earthquake Engineering ; 1965 ; New Zealand
1965
Aufsatz (Konferenz)
Englisch
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British Library Conference Proceedings | 1994
|Settlement Predictions Footing Load Tests on Sand
British Library Conference Proceedings | 1994
|Settlement Predictions Footing Load Tests on Sand
British Library Conference Proceedings | 1994
|