Study on Pile-Soil Interaction during Pile Sinking and Drivability of Pile in Offshore Platform

Yu Peng Song; Yong Fu Sun; Cheng Lin Cao; Shu Ling Li

doi:10.4028/www.scientific.net/AMM.164.137

Paper Titles

Electron Transport of Boron Nitride Nanoribbons Materials
p.120

The Structure and Fluid Flow Analysis for a New SXSH Static Mixer
p.124

The Application Research of Biological Materials in Meniscus Injuries
p.128

Preparation Process of Antioxidation Coating of Prebaked Carbon Anode Steel Claw
p.132

Study on Pile-Soil Interaction during Pile Sinking and Drivability of Pile in Offshore Platform
p.137

Mechanical and Thermal Properties of Kaolin/Natural Rubber Nanocomposites Prepared by the Conventional Two-Roll Mill Method
p.142

Study on Aggregation Behaviour of Mixture of Alkylbenzene Sulfonate Gemini Surfactant Ib and Nonionic Surfactant Triton X-100
p.146

Synthesis and Properties of a Novel Material Chemistry Unsymmetrical Material, Diarylethene with Cyano
p.150

Enhanced Adsorption Properties of Poly(2-Acrylamido-2-Methyl-1-Propansulfonic Acid)/Silica Composite Materials for Heavy Metal Ion Removal
p.154

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 164Study on Pile-Soil Interaction during Pile Sinking...

Study on Pile-Soil Interaction during Pile Sinking and Drivability of Pile in Offshore Platform

Abstract:

The main mode of pile-soil interaction and the influence factors of pile sinking in offshore platform construction were analyzed and discusses the reasons that penetration resistance increases after stop driving and then continue. To study the drivability of piles of specified driving hammer, taking a jacket platform of Bohai Sea for instance, the results showed that continuous driving will make the open-end steel piles be driven to the designed depth, and driven-on will cause soil plug and pile driving refusal. Based on the results, the paper gives some suggestions about pile driving.

You might also be interested in these eBooks

Applied Mechanics, Materials, Industry and Manufacturing Engineering

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 164)

Pages:

137-141

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.164.137

Citation:

Cite this paper

Online since:

April 2012

Authors:

Yu Peng Song, Yong Fu Sun, Cheng Lin Cao, Shu Ling Li

Keywords:

Jacket Platform, Pile Driving, Pile Foundation, Soil Plug

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] TingQuan Liu, Xing-Guo Wang, Jing Zhou, etc. Optimum design of earthquake-resistance for jacket platform based on pile-soil-structure interaction . Journal of Ship Mechanics, 2004，8（4）：80-81.

Google Scholar

[2] Vesic A S．Expansion of cavities in infinite soil mass. ASCE-JSMFD, 1972, 98（3）: 265-290.

Google Scholar

[3] YuXing Wang, Jun Sun. Influence of pipe driving on properties of soils around pile and pore water pressure. Chinese Journal of Rock Mechanics and Engineering, 2004, 23（1）: 153-158.

Google Scholar

[4] Shi-Dong Tang, LianSheng He, Zong Fu. Excess pore water pressure caused by an installing pile in soft foundation. Rock and Soil Mechanics, 2002, 23（6）: 725-729.

Google Scholar

[5] QingJun Zeng, Bo Zhou, XiaoNan Gong. The properties of pore water pressure in saturated clay soils under impact load. Rock and Soil Mechanics, 2001, 22（4）: 427-431.

Google Scholar

[6] QingShan Meng, Ren Wang, GuanShi Liu. Experimental study on pore water pressure and axial strain of saturated soft clay under impact load. Journal of Hydraulic Engineering, 2005, 36 (4): 467-472.

Google Scholar

[7] JiaHuan Qiang, Zong-Ze Yin. Civil Engineering Principles and Calculation. Beijing: China Water Conservancy and Hydropower Press, (1996).

Google Scholar

[8] WenQin Yu. Discussion on interrupting period of squeezing earth piles in saturated soft soil［J］. Journal of Geological Hazards and Environment Preservation, 2002, 13（4）: 73-76.

Google Scholar

[9] ShiDong Tang, YongXing Wang, ZhenHua Ye. Excess Pore Water Pressure Caused by Installing Pile Group in Saturated Soft Soil. Journal of Tongji University, 2003, 31（11）: 1290-1294.

Google Scholar

[10] Bing Bai，JianPing Xu，Jian Zhou．Study on squeezing effect against soil and pore pressure by pile pushing in saturated soft clay foundation. Journal of Jiaotong Institute, 2000, 19（3）: 3-7.

Google Scholar

[11] LinQiang Lu. Change in pore water pressure and effecting to underground wall construction caused by driving a steel tubing. Underground Engineering and Tunnels. 1993(4): 101-106.

Google Scholar

[12] Matsumoto Tatsunori, Michi Yuji, Hirano Tadao. Performance of axially loaded steel pipe piles driven in soft rock. Journal of Geotechnical Engineering, 1995, 121（4）: 305-315.

DOI: 10.1061/(asce)0733-9410(1995)121:4(305)

Google Scholar

[13] Smith E A L. Pile-driving analysis by the wave equation. Journal of Soil Mechanics and Foundations Division, ASCE, 1960, 86（4）：35-61.

DOI: 10.1061/jsfeaq.0000281

Google Scholar