| Modulus of Subgrade Reaction for Laterally Loaded Piles in Multiple Layered Foundation |
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| 作者单位： | Lu Ziai Associate Professor，Dept. of Navigation and Ocean Engineering，Hohai University，Nanjing210024 |
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| 摘 要： | -According to the field test data of laterally loaded steel piles at home and abroad,an empiri-cal formula for evaluating the modulus of subgrade reaction under static load in layered soil is proposed.The suggested formula takes account of not only non-linearity of K_s with the depth but also its variationwith the load.It is shown that the computed bending moments along the pile shaft and the deflection atthe pile top are consistent with the measured ones.
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Modulus of Subgrade Reaction for Laterally Loaded Piles in Multiple Layered Foundation |
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| Lu Ziai Associate Professor,Dept. of Navigation and Ocean Engineering,Hohai University,Nanjing. Modulus of Subgrade Reaction for Laterally Loaded Piles in Multiple Layered Foundation[J]. China Ocean Engineering, 1997, 0(4) |
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| Authors: | Lu Ziai Associate Professor Dept. of Navigation Ocean Engineering Hohai University Nanjing |
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| Affiliation: | Lu Ziai Associate Professor,Dept. of Navigation and Ocean Engineering,Hohai University,Nanjing210024 |
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| Abstract: | According to the field test data of laterally loaded steel piles at home and abroad, an empirical formula for evaluating the modulus of subgrade reaction under static load in layered soil is proposed. The suggested formula takes account of not only non-linearity of K5 with the depth but also its variation with the load. It is shown that the computed bending moments along the pile shaft and the deflection at the pile top are consistent with the measured ones. |
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| Keywords: | modulus pile foundation formula deflection moment |
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