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- W149065911 abstract "The excess pore water pressure of saturated soft clay foundation by pile pushing is obvious. The method for calculating squeezing stress and excess pore pressure by elastic - plastic theory is deduced in this paper, and furthermore, the reasonable pile spacing by regarding the influence of both squeezing stress and excess water pressure is given." @default.
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- W149065911 date "2000-09-01" @default.
- W149065911 modified "2023-09-27" @default.
- W149065911 title "STUDY ON SQUEEZING EFFECT AGAINST SOIL AND PORE PRESSURE BY PILE PUSHING IN SATURATED SOFT CLAY FOUNDATION" @default.
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