Simplified internal force calculation method for straight-inclined combined pile foundation of mountainous area slope
The invention discloses a simplified internal force calculation method for a straight-inclined combined pile foundation of a mountainous area slope, which adopts a reliable and simple stress calculation method for the straight-inclined combined pile foundation on the slope so as to save investment a...
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Main Authors | , , , , , , , , , , , , , , , |
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Format | Patent |
Language | Chinese English |
Published |
28.01.2022
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Subjects | |
Online Access | Get full text |
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Summary: | The invention discloses a simplified internal force calculation method for a straight-inclined combined pile foundation of a mountainous area slope, which adopts a reliable and simple stress calculation method for the straight-inclined combined pile foundation on the slope so as to save investment and work amount. Aiming at a bearing platform, a pile foundation, a landslide mass and bedrock on a side slope, factors such as basic bearing characteristics and a stress mode are fully considered, a complex three-dimensional geological problem is simplified into a plane strain problem, a simplified calculation analysis model of the straight-inclined combined pile foundation is established, a calculation formula of pile top deformation and pile body internal force is deduced, and support is provided for design and calculation of the internal force of the slope straight-inclined combined pile foundation.
本发明公开了一种山区斜坡直-斜组合桩基简化的内力计算方法,采用了可靠且简单易行的斜坡上直-斜组合桩基的受力计算方法,从而节约投资和工程量;本发明针对边坡上的承台、桩基、滑坡体及基岩,充分考虑其基本的承载特性和受力方式等因素,将复 |
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Bibliography: | Application Number: CN202111269617 |