Study of effective pile length based on Winkler models

被引:0
|
作者
Dai, Guo-Liang [1 ]
Yu, Qi-Yi [1 ]
Gong, Wei-Ming [1 ]
机构
[1] School of Civil Engineering, Southeast University, Nanjing 210096, China
来源
Yantu Lixue/Rock and Soil Mechanics | 2012年 / 33卷 / SUPPL. 2期
关键词
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
页码:162 / 166
相关论文
共 50 条
  • [21] Study on Fundamental Frequency of Runway based on Winkler Model
    Zhang, Xianmin
    Liang, Liang
    Zhang, Wei
    INNOVATION IN CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE, 2012, 238 : 278 - +
  • [22] Study on effective anchorage length of anchor cable based on Gauss's function
    Ren Feng
    WuShuai
    Liu Yan
    Liu Jun-yan
    2017 3RD INTERNATIONAL CONFERENCE ON ENERGY, ENVIRONMENT AND MATERIALS SCIENCE (EEMS 2017), 2017, 94
  • [23] Simplified Model for Suction Pile Stiffness under Combined Loading in Elastic Soil: A Winkler-based Approach
    Cui, H.
    Shi, Z.
    Huang, M.
    GEOSHANGHAI 2024 INTERNATIONAL CONFERENCE, VOL 1, 2024, 1330
  • [24] PS wave based parallel seismic test for pile length assessment
    Du, Ye
    Song, Chunyu
    Chen, Longzhu
    Yang, Jun
    SOILS AND FOUNDATIONS, 2016, 56 (03) : 440 - 448
  • [25] Laboratory Study of Plug Length Development and Bearing Capacity of Pipe Pile Models Embedded Within Partially Saturated Cohesionless Soils
    Mahmood, Mahmood R.
    Al-Helo, Karim H.
    AL-harbawee, Ali M.
    ADVANCES IN ANALYSIS AND DESIGN OF DEEP FOUNDATIONS, 2018, : 28 - 43
  • [26] The Study on Optimization Design of Variable Length Pile-Raft Foundation
    Wang Weiyu
    Wang Liguang
    Zhao Tuo
    CIVIL ENGINEERING IN CHINA - CURRENT PRACTICE AND RESEARCH REPORT: PROCEEDINGS OF THE 2ND INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING, 2011, : 321 - 326
  • [27] EQUIVALENT LENGTH OF A PILE OR CAISSON IN SOIL
    KOCSIS, P
    CIVIL ENGINEERING, 1976, 46 (12): : 63 - 63
  • [28] The responses of battered pile to tunnelling at different depths relative to the pile length
    Soomro, Mukhtiar Ali
    Mangi, Naeem
    Mangnejo, Dildar Ali
    Zhang, Zongyu
    GEOMECHANICS AND ENGINEERING, 2023, 35 (06) : 603 - 615
  • [29] Free vibrations analysis of carbon nanotubes resting on Winkler foundations based on nonlocal models
    Rahmanian, M.
    Torkaman-Asadi, M. A.
    Firouz-Abadi, R. D.
    Kouchakzadeh, M. A.
    PHYSICA B-CONDENSED MATTER, 2016, 484 : 83 - 94
  • [30] Study on Optimal Pile Length in Load Section of Double-Row Buried Pile under Overtopping Failure Mode
    Li, Xunchang
    Wang, Mingming
    Yang, Wei
    Xu, Rui
    Pang, Xuqing
    APPLIED SCIENCES-BASEL, 2024, 14 (01):