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Method for arranging dense building group pile foundations on large-scale landslide accumulation body
The invention discloses a method for arranging dense building pile foundations on a large-scale landslide accumulation body. The method comprises the following steps: geological exploration; carrying out stability analysis on the landslide accumulation body, and dividing dangerous areas; the long piles and the short piles are used for arranging building pile foundations in all dangerous areas on the accumulation body in a zoning mode; and the stability of the accumulation body, the bearing capacity of the pile foundation and settlement are rechecked. According to the method, the scheme of combination of long piles and short piles and partition pile arrangement is adopted, the long piles are applied to resist landslide thrust and control building settlement, the short piles guarantee the pile foundation bearing capacity, the long piles and the short piles are complementary in advantages and cooperate with each other, and the engineering cost is greatly reduced on the premise that the stability of an accumulation body and the pile foundation bearing capacity are guaranteed.
本发明公开了一种大型滑坡堆积体上密集建筑桩基布置方法,包括地质勘查;对滑坡堆积体进行稳定性分析,划分危险区域;应用长桩与短桩在堆积体上各危险区域分区布置建筑桩基;对堆积体稳定性以及桩基承载力、沉降进行复核。本方法采用长短结合、分区布桩的方案,应用长桩抵抗滑坡推力并控制建筑物沉降,短桩保证桩基承载力,长桩与短桩优势互补、互相协同,在确保堆积体稳定性和桩基承载力的前提下大幅降低工程成本。
Method for arranging dense building group pile foundations on large-scale landslide accumulation body
The invention discloses a method for arranging dense building pile foundations on a large-scale landslide accumulation body. The method comprises the following steps: geological exploration; carrying out stability analysis on the landslide accumulation body, and dividing dangerous areas; the long piles and the short piles are used for arranging building pile foundations in all dangerous areas on the accumulation body in a zoning mode; and the stability of the accumulation body, the bearing capacity of the pile foundation and settlement are rechecked. According to the method, the scheme of combination of long piles and short piles and partition pile arrangement is adopted, the long piles are applied to resist landslide thrust and control building settlement, the short piles guarantee the pile foundation bearing capacity, the long piles and the short piles are complementary in advantages and cooperate with each other, and the engineering cost is greatly reduced on the premise that the stability of an accumulation body and the pile foundation bearing capacity are guaranteed.
本发明公开了一种大型滑坡堆积体上密集建筑桩基布置方法,包括地质勘查;对滑坡堆积体进行稳定性分析,划分危险区域;应用长桩与短桩在堆积体上各危险区域分区布置建筑桩基;对堆积体稳定性以及桩基承载力、沉降进行复核。本方法采用长短结合、分区布桩的方案,应用长桩抵抗滑坡推力并控制建筑物沉降,短桩保证桩基承载力,长桩与短桩优势互补、互相协同,在确保堆积体稳定性和桩基承载力的前提下大幅降低工程成本。
Method for arranging dense building group pile foundations on large-scale landslide accumulation body
一种大型滑坡堆积体上密集建筑群桩基布置方法
ZHANG LINXIANG (Autor:in) / CHEN BO (Autor:in) / LEI CHUAN (Autor:in) / ZHONG SHENGCHENG (Autor:in) / WANG YINGSEN (Autor:in) / HUANG DA (Autor:in) / YAO LIMIN (Autor:in) / LIAO PENGXING (Autor:in) / LI SIHU (Autor:in) / LI NING (Autor:in)
23.06.2023
Patent
Elektronische Ressource
Chinesisch
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