桩基础在塌陷土层结构地下室施工中的效率

IF 0.8 4区工程技术 Q4 ENGINEERING, GEOLOGICAL

Soil Mechanics and Foundation Engineering Pub Date : 2024-04-12 DOI:10.1007/s11204-024-09942-2

A. M. Dzagov, O. A. Shulyatyev

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引用次数: 0

摘要

本研究讨论了在第二类黄土状可塌陷土壤上通过建造地下室提高建筑物和结构可靠性的问题。研究还分析了使用打桩和钻孔灌注桩（最长 50 米，穿过 10-32 米的塌陷土层）建造带地下室的建筑物的桩基方案的有效性。结果表明，就成本、劳动强度和混凝土消耗量而言，打桩和钻孔灌注桩地基最为有效，而使用巴氏合金地基的方案则最不有效。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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Efficiency of Pile Foundation in the Construction of Basement Floors of Structures on Collapsible Soil

This study discusses the issues in increasing the reliability of buildings and structures on Type II loess-like collapsible soils through the construction of basement floors. This study also analyses the effectiveness of using pile foundation options for buildings with basement floors made from driven and bored piles up to 50 m long that cut through collapsible soil of 10–32 m. Results showed that foundations made of driven and augered piles are the most effective in terms of cost, labour intensiveness, and concrete consumption, whereas options using barrettes are the least effective.

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来源期刊

Soil Mechanics and Foundation Engineering ENGINEERING, GEOLOGICAL-

CiteScore

1.50

自引率

12.50%

发文量

审稿时长

6 months

期刊介绍： Soil Mechanics and Foundation Engineering provides the Western engineer with a look at Russian advances in heavy construction techniques. Detailed contributions by experienced civil engineers offer insights into current difficulties in the field, applicable innovative solutions, and recently developed guidelines for soil analysis and foundation design.