Method for reinforcing existing railway roadbed by adopting lime-soil piles
The invention discloses a method for reinforcing an existing railway roadbed by adopting lime-soil piles. The lime-soil piles are obliquely inserted into the existing railway roadbed along two side slopes of the roadbed, and the lime-soil piles inserted on both sides are crossed in the roadbed; the...
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Format: | Patent |
Sprache: | chi ; eng |
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Zusammenfassung: | The invention discloses a method for reinforcing an existing railway roadbed by adopting lime-soil piles. The lime-soil piles are obliquely inserted into the existing railway roadbed along two side slopes of the roadbed, and the lime-soil piles inserted on both sides are crossed in the roadbed; the inclination angle of the lime-soil piles is 30-45 degrees, the pile diameter of the lime-soil pilesis 0.2-0.35 m, the pile length of the lime-soil piles is matched with the height of the existing railway roadbed, and the longitudinal pile spacing of the lime-soil piles is 3-4 times the pile diameter. The method optimizes the inclination angle, pile diameter, pile spacing and pile length of the lime-soil piles, improves the reinforcement efficiency and effect, and provides a powerful reference for summarizing the key technology of reinforcing the existing railway roadbed by the lime-soil piles.
本发明公开了采用灰土桩加固既有铁路路基的方法,所述灰土桩沿路基两侧边坡斜向插入既有铁路路基中,且两侧插入的灰土桩在路基内交叉;所述灰土桩的倾斜角度为30~45°,灰土桩的桩径为0.2~0.35m,灰土桩的桩长与既有铁路路基高度相匹配,灰土桩纵向桩 |
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