[1]贾 凯,王翠英. 软土基坑开挖对等效水平抗力系数的影响[J].湖北工业大学学报,2022,(1):91-95.
　JIA Kai,WANG Cuiying. Influence of Excavation of Soft Soil Foundation Pit on Equivalent Lateral Resistance Factor of Soils Coefficient[J].,2022,(1):91-95.
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 软土基坑开挖对等效水平抗力系数的影响()
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《湖北工业大学学报》[ISSN:1003-4684/CN:42-1752/Z]

卷:
期数:
2022年第1期
页码:
91-95
栏目:
湖北工业大学学报
出版日期:
2022-02-28

文章信息/Info

Title:
 Influence of Excavation of Soft Soil Foundation Pit on Equivalent Lateral Resistance Factor of Soils Coefficient
文章编号:
1003-4684(2022)01-0091-05
作者:
 贾 凯;  王翠英
 湖北工业大学土木建筑与环境学院， 湖北 武汉 430068
Author(s):
 JIA Kai;  WANG Cuiying
 School of Civil Engin., Architecture and Environment,Hubei Univ. of Tech.,Wuhan 430068,China
关键词:
 ; 深基坑工程;  等效水平抗力系数;  不对称荷载;  不对称基坑;  被动区加固
Keywords:
 ; deep foundation pit engineering; equivalent lateral resistance factor; asymmetric load; asymmetric foundation pit; passive zone reinforcement
分类号:
TU47
文献标志码:
A
摘要:
 基于现场实测挡墙位移，运用有限元软件Midas GTS NX建立了三维模型，使基坑挡墙位移的计算值与实测值逼近，从而计算出各工况下能反映土体变形总体效应的综合参数——等效水平抗力系数Kh。结合武汉某深基坑工程的特点，分析了在基坑几何形状不对称、周边荷载分布不对称和被动区土体加固等因素影响下Kh值的变化规律。分析结果表明Kh值的变化具有显著的三维空间效应，且土体的被动抗力随时间而不断衰减。在基坑施工过程中，考虑时空效应的影响并充分利用土体的被动抗力分布规律，对维持基坑稳定性具有重要意义。
Abstract:
 Based on the measured displacement of the retaining wall, a three-dimensional model was established using the finite element software Midas GTS NX. The calculated value of the displacement of the retaining wall is close to the measured value, so the equivalent horizontal resistance coefficientKh can be calculated. Kh is a comprehensive parameter, which can reflect the overall deformation of the soil under various working conditions. According to the characteristics of a deep foundation pit project in Wuhan, three factors, including asymmetrical geometry of the foundation pit, asymmetry of surrounding load distribution, and soil reinforcement in the passive zone, have been studied to influence theKhvalue. The results show that the change of Kh value has a significant three-dimensional space effect, and the passive resistance of the soil continues to attenuate with time. In the process of foundation pit construction, it is of great significance to consider the influence of time and space effects and use the distribution law of passive resistance of the soil to maintain the stability of the foundation pit.

参考文献/References:

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备注/Memo

备注/Memo:
［收稿日期］ 2021-01-28
［第一作者］ 贾 凯（1996-），男，四川南充人，湖北工业大学硕士研究生，研究方向为深基坑工程
［通信作者］ 王翠英（1965-），女，内蒙古包头人，湖北工业大学教授，研究方向为深基坑工程
更新日期/Last Update: 2022-02-28