Mitigation of Soil Movements from Pile Driving

被引：1
|
作者：
Svinkin, Mark R. [1 ]
机构：
[1] VIBRACONSULT, 13821 Cedar Rd,Suite 205, Cleveland, OH 44118 USA
来源：
PRACTICE PERIODICAL ON STRUCTURAL DESIGN AND CONSTRUCTION | 2006年 / 11卷 / 02期
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Pile installation into the ground by impact or vibratory hammers produces soil movements which may affect surrounding structures with major dynamic impact on adjacent buildings. Vibrations from pile driving may cause direct vibration damage to structures and compact granular soils with subsequent substantial settlements. Significant soil displacements occur during pile driving in soft to medium clays. Several measures can be used to mitigate detrimental effects of direct structure vibrations, soil densification, and heave and settlement in clay soils.
引用
收藏
页码：80 / 85
页数：6
相关论文
共 50 条
  • [41] Soil pressures of the anti-liquefaction rigid-drainage pile during pile driving
    Wang Xiang-ying
    Chen Yu-min
    Jiang Qiang
    Liu Han-long
    ROCK AND SOIL MECHANICS, 2018, 39 (06) : 2184 - 2192
  • [42] Contribution to the Investigation of Soil-pile Interaction Laws in Analysis of Pile Driving Tests.
    Cam-Meynard, Armelle
    Corte, Jean-Francois
    Rapport de Recherche LPC (Laboratoire Central des Ponts et Chaussees), 1984, (133):
  • [43] Pile driving models for the evaluation of soil penetration resistance measurements from planetary subsurface probes
    Komle, Norbert I.
    Poganski, Joshua
    Kargl, Guenter
    Grygorczuk, Jerzy
    PLANETARY AND SPACE SCIENCE, 2015, 109 : 135 - 148
  • [44] Computation of the transmission of waves from pile driving
    Ramshaw, CL
    Selby, AR
    Bettess, P
    GROUND DYNAMICS AND MAN-MADE PROCESSES, 1998, : 115 - 128
  • [45] Lateral response of pile groups due to excavation induced soil movements
    Zhang, Chenrong
    Huang, Maosong
    Li, Zao
    NEW FRONTIERS IN CHINESE AND JAPANESE GEOTECHNIQUES, 2007, : 749 - 758
  • [46] SOIL MOVEMENTS ASSOCIATED WITH TUNNELING AND THEIR EFFECTS ON AN ADJACENT PILE FOUNDATION.
    Yashima, Atsushi
    Shibata, Toru
    Sekiguchi, Hideo
    Kohno, Mitsuyoshi
    Bulletin of the Disaster Prevention Research Institute., 1985, 35 (pt 4): : 115 - 135
  • [47] NOISE FROM PILE-DRIVING EQUIPMENT
    ROSENBER.CJ
    SALTER, CM
    JOURNAL OF THE ACOUSTICAL SOCIETY OF AMERICA, 1971, 50 (01): : 114 - &
  • [48] A computational model of pile vertical vibration in saturated soil based on the radial disturbed zone of pile driving
    Li, Qiang
    Shi, Qian
    Wang, Kuihua
    9TH WORLD CONGRESS ON COMPUTATIONAL MECHANICS AND 4TH ASIAN PACIFIC CONGRESS ON COMPUTATIONAL MECHANICS, 2010, 10
  • [49] Cumulative lateral soil displacement due to pile driving in soft clay
    Massarsch, K. Rainer
    Wersäll, Carl
    1600, American Society of Civil Engineers (ASCE), United States : 463 - 480
  • [50] A global synthesis of soil denitrification: Driving factors and mitigation strategies
    Pan, Baobao
    Xia, Longlong
    Wang, Enli
    Zhang, Yushu
    Mosier, Arvin
    Chen, Deli
    Lam, Shu Kee
    AGRICULTURE ECOSYSTEMS & ENVIRONMENT, 2022, 327
12345