Simplified Calculation of Horizontal Dynamic Impedance of Piled Raft Foundation on Layered Soil

被引:0
|
作者
Nagai, Hiroshi [1 ]
Takai, Tomoki [2 ]
Yasuda, Yurina [3 ]
机构
[1] Muroran Inst Technol, Coll Design & Mfg Technol, 27-1 Mizumoto, Muroran City, Hokkaido 0508585, Japan
[2] Kumagai Gumi Co Ltd, Architectural Design Management Div, Struct Design Dept, Tokyo, Japan
[3] Muroran Inst Technol, Div Sustainable & Environm Engn, Muroran, Japan
关键词
Piled raft foundation; Dynamic impedance; Layered soil; Propagation wave; Reflection/Refraction; VIBRATION; STIFFNESS; BEHAVIOR;
D O I
10.1007/s10706-024-02953-8
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper develops a simplified calculation method for evaluating the horizontal dynamic impedance of a piled raft foundation on a layered soil medium. The proposed method combines a model of wave propagation that considers the reflection and refraction phenomena at the layer boundaries and a calculation method for estimating the dynamic impedance of a piled raft foundation on homogeneous soil. Numerical analyses of a piled raft foundation on layered soil subjected to harmonic horizontal loading are performed to investigate the effect of soil stratification on the frequency-dependent characteristics of dynamic impedance. The results show that the initial phase angle of propagating waves in layered soil related to the dynamic impedance of the piled raft foundation is slightly smaller than that for a spread foundation. Based on the analysis results, the calculation model is developed for the propagating waves that re-enter the foundation through reflection and refraction phenomena at the layer boundaries.
引用
收藏
页码:7835 / 7846
页数:12
相关论文
共 50 条
  • [1] Simplified method of estimating the dynamic impedance of a piled raft foundation subjected to inertial loading due to an earthquake
    Nagai, Hiroshi
    [J]. COMPUTERS AND GEOTECHNICS, 2019, 105 : 69 - 78
  • [2] Research on dynamic impedance functions of pile-raft foundation in layered soil
    College of Civil Engineering, Hunan University, Changsha, Hunan 410082, China
    [J]. Gongcheng Lixue, 2009, 8 (95-99):
  • [3] Optimization Method for Irregular Piled Raft Foundation on Layered Soil Media
    Xie, Yunfei
    Chi, Shichun
    [J]. ADVANCES IN CIVIL ENGINEERING, 2019, 2019
  • [4] Horizontal impedance of square foundation in layered soil
    Ahmad, S
    Rupani, AK
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 1999, 18 (01) : 59 - 69
  • [5] Study of piled and disconnected piled raft system with raft foundation in cohesionless soil
    Kaavya, D.
    Krishnan, Divya K.
    Ravichandran, P. T.
    [J]. 3RD INTERNATIONAL CONFERENCE ON ADVANCES IN MECHANICAL ENGINEERING (ICAME 2020), PTS 1-6, 2020, 912
  • [6] Test on the Horizontal Characteristics of Disconnected Piled Raft Foundation
    Zhu, Xiao-Jun
    Kong, Wei-Yang
    Gong, Wei-Ming
    Li, Wen-Shuai
    Fei, Kang
    [J]. Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2019, 32 (02): : 97 - 105
  • [7] A simplified nonlinear analysis method for piled raft foundation in layered soils under vertical loading
    Huang, Maosong
    Liang, Fayun
    Jiang, Jie
    [J]. COMPUTERS AND GEOTECHNICS, 2011, 38 (07) : 875 - 882
  • [8] Effect of interactions between piled raft components and soil on behavior of piled raft foundation
    Sungjune Lee
    Joon-Shik Moon
    [J]. KSCE Journal of Civil Engineering, 2017, 21 : 243 - 252
  • [9] Effect of interactions between piled raft components and soil on behavior of piled raft foundation
    Lee, Sungjune
    Moon, Joon-Shik
    [J]. KSCE JOURNAL OF CIVIL ENGINEERING, 2017, 21 (01) : 243 - 252
  • [10] EVALUATION OF DYNAMIC INTERACTION FACTOR OF RECTANGULAR PILED RAFT FOUNDATION FOR HORIZONTAL AND ROTATIONAL MOTION
    Nagai, Hiroshi
    [J]. INTERNATIONAL JOURNAL OF GEOMATE, 2021, 20 (77): : 107 - 115