STUDY ON SPALLING PHENOMENON OF PILE-DRIVING WITH HAMMER IN SOFT SOIL

Wang Zhiliang; Zang Xueyi

doi:10.13204/j.gyjz200510012

Volume 35 Issue 10

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(10): 36-39

Wang Zhiliang, Zang Xueyi. STUDY ON SPALLING PHENOMENON OF PILE-DRIVING WITH HAMMER IN SOFT SOIL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 36-39. doi: 10.13204/j.gyjz200510012

Citation:

Wang Zhiliang, Zang Xueyi. STUDY ON SPALLING PHENOMENON OF PILE-DRIVING WITH HAMMER IN SOFT SOIL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 36-39. doi: 10.13204/j.gyjz200510012

Wang Zhiliang, Zang Xueyi. STUDY ON SPALLING PHENOMENON OF PILE-DRIVING WITH HAMMER IN SOFT SOIL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 36-39. doi: 10.13204/j.gyjz200510012

Citation:

Wang Zhiliang, Zang Xueyi. STUDY ON SPALLING PHENOMENON OF PILE-DRIVING WITH HAMMER IN SOFT SOIL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 36-39. doi: 10.13204/j.gyjz200510012

PDF( 0 KB)

STUDY ON SPALLING PHENOMENON OF PILE-DRIVING WITH HAMMER IN SOFT SOIL

doi: 10.13204/j.gyjz200510012

Wang Zhiliang¹,
Zang Xueyi²

1.
1. Department of Modern Mechanics,University of Science and Technology of China Hefei 230026;
2.
2. East China Investigation &Design Institute Hangzhou 310014

Received Date: 2005-03-12
Publish Date: 2005-10-20

Abstract

Abstract

The resistance from soft soil layers is smaller while piling in soft foundation.The stress wave will propagate along pile body when the pile head is stricken by hammer with a certain velocity.And it will turn into tensile waves when reflected at the bottom of pile.Thus,one tensile stress region on pile body will appear near pile bottom because of intervention between the incident waves and the reflect waves,which can cause pile to be fractured or spalled.Based on one dimensional wave theory,the primary discussion on this phenomenon is done with finite difference method,and some benefit conclusions and suggestions are obtained.In a way,they have definite reference value for engineers.
- pile,
- spalling,
- stress wave,
- hydrodynamic-elastic-plastic model

FullText(HTML)

References(11)

References

王奎华.有限长桩受迫振动问题解析解及其应用.岩土工程学报,1997,19(6):27～35;

[2] 刘德顺,杨襄壁.锤与桩撞击产生的应力波.建筑机械,1995(5):31～34;

[3] 尹雄,杨宝玉.打桩振动效应的有限元-无限元耦合分析.岩土力学,1999,20(3):51～55;

[4] 刘永锋.用波动方程法研究打桩过程.水运工程,2001(8)23～27;

[5] 郭文章,王树仁,刘殿书.岩石爆破层裂机理的研究.工程爆破,1997,3(3):1～4;

[6] 林旭健.软土地基中打桩的动力学依据.福州大学学报(自然科学版),1997,25(3):71～74;

[7] Li Yongchi,Tan Fuli,Guo Yang.Determination of the Damage Evolution Equation and Spalling Criterion of Metals.Journal of Nignbo University(NSEE),2003,16(4):443～447;

[8] 李永池,金咏梅,张伟,等.硬化材料中的波传播与层裂效应研究.弹道学报,1997,9(2):1～5;

[9] 朱兆祥,李永池,王肖钧.爆炸作用下钢板层裂的数值分析.应用数学和力学,1981,2(4):350～367;

[10] Tuler F R,Butcher B M.A Criterion for the Time-Dependence of Dynamic Fracture.Inter. J.Fra.Mech.,1968(4):431;

[11] Thurston R S,Mudd W L.Spallation Criteria for Numerical Computation,LA-4013,1968

Relative Articles

Supplements(0)

Cited By

Proportional views