Method for calculating soil pressure borne by slide-resistant pile by considering horizontal soil arching effect

The invention discloses a method for calculating soil pressure borne by an anti-slide pile by considering a horizontal soil arching effect. The method comprises the following steps: calculating preconditions; assuming the shape of a soil arch; determining a calculation section and related parameters...

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Bibliographic Details
Main Authors CHEN CHANGJUN, HE GANG, LI DENGFENG, ZHANG XIAOLIANG, LIANG HONGYONG, YANG YIFAN, WANG HONGBO, YANG YI, XIE JINHONG
Format Patent
LanguageChinese
English
Published 02.02.2024
Subjects
CALCULATING
COMPUTING
COUNTING
ELECTRIC DIGITAL DATA PROCESSING
EMBANKMENTS
EXCAVATIONS
FIXED CONSTRUCTIONS
FOUNDATIONS
HYDRAULIC ENGINEERING
PHYSICS
SOIL SHIFTING
UNDERGROUND OR UNDERWATER STRUCTURES
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Summary:The invention discloses a method for calculating soil pressure borne by an anti-slide pile by considering a horizontal soil arching effect. The method comprises the following steps: calculating preconditions; assuming the shape of a soil arch; determining a calculation section and related parameters; determining the physical and mechanical properties of the potential sliding surface and the rock-soil body; and calculating the landslide thrust. The method has the beneficial effects that the shape of the horizontal soil arch and the change rule of the shape in the pile length direction are considered, and the calculation precision of the landslide thrust borne by the anti-slide pile is improved; a horizontal soil arching effect is considered, so that the soil arching effect is applied to engineering practice, and the defects of a traditional landslide thrust calculation method are overcome; the landslide thrust calculated by considering the horizontal soil arching effect is more practical, and meanwhile, the ca
Bibliography:Application Number: CN202311238497