沉桩
- pile sinking
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沉桩振动的环境影响评价
Environmental Impact Assessment of Vibration Induced by Pile Sinking
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对PCC桩的研制背景、设计原则、沉桩工艺、工作原理以及成桩机理进行了述评,阐述了PCC管桩技术优点。
For details , the main contents are as follows : 1.The background of manufacture , principle of design , construction techniques of pile sinking , theory of working and mechanism of construction of PCC pile are analyzed in details .
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深圳某电厂H型钢桩沉桩与效果测试
Installation of H-shaped and test of its effectiveness at a power plant in Shenzhen
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GPS定位技术在跨海大桥外海沉桩施工中的应用
Application of GPS Technique to Piling Construction at Open Sea for Bridges over Sea
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GPS沉桩定位系统及应用
Application of GPS for Piling Positioning
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Excel在码头沉桩测量中的应用
Application of Excel in Wharf Piling Survey
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根据静探指标预测管桩(PHC桩)的沉桩锤击数
To Forecast Driving Numbers for PHC Piles with CPT Indices
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PHC管桩沉桩力学分析与研究
Mechanical analysis and research on PHC pipe - piles
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PHC桩在粘性土中沉桩上浮问题探讨
Study on Problem of Driven Pile Floating for PHC Pile in Cohesive Soil
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PHC管桩沉桩引起的超孔隙水压力研究
Research on Excess Pore Water Pressure Which is Induced by Jacking of PHC Pile
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PHC管桩通常为挤土沉桩模式,因而沉桩过程中的挤土效应研究对设计、施工具有重要意义。
Experimental research on compacting effect of PHC piles is significant to design and construction .
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松花江漫滩地区静压PHC管桩沉桩阻力理论估算与数值分析
Theoretical Estimation and Numerical Analysis on the Penetrating Resistance of Jacked-in PHC Pipe Pile in the Songhua River Floodplain Areas
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宁波拟建的PTA(精对苯二甲酸)项目要求在场地有代表性的区域进行预应力高强混凝土管桩(PHC桩)试沉桩。
Pile-sinking testing of Pre-stress High-strength Concrete pile ( or PHC ) should be finished during the PTA project in Ningbo .
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通过观测沉桩的锤击数和土塞效应,分析了PHC管桩沉桩规律性;
From the blow counts of PHC pipe piles during driving , the characteristics of driven PHC pipe piles are analyzed .
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PHC管桩在沿江、沿海等诸多大型港口码头建设中的应用越来越广泛,但在实际沉桩过程中仍存在诸多质量问题。
The application of PHC pipe pile is getting more and more abroad in many large-scale port of the Yangtze River and sea area .
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运用英国剑桥大学编制的Crisp程序,对饱和砂土中的沉桩效应进行了有限元分析。
Firstly , a finite element analysis on pile-driven influence in saturated sands is carried out in this paper with Crisp program compiled by Cambridge University .
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通过开敞海域的码头工程汕头LPG#3泊位的施工实践,介绍一种新的沉桩工艺海上升降平台沉桩技术。
Based on the construction practice of Shantou LPG Terminal Berth # 3 in an open sea area , it introduces a new pile driving technique ─ pile driving with offshore jackup platform .
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采用现场标准贯入试验,分析了粉砂土中PHC管桩的土塞特性、不同沉桩方式对桩周土力学性能的影响。
Through the standard penetration test ( SPT ) the plug behavior of PHC piles in silty sand and the influence to the characteristics of the soil around PHC pile by driving or jacking methods are studied .
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设计了一组PCC桩沉桩挤土试验,试验结果表明在软粘土中的PCC桩在沉桩过程中没有产生闭塞效应或闭塞效应较小;
Based on the tests in situ , the effect of compacted soil during PCC pile installation in clay is presented in the thesis . It is found that the soil plug is unplugged or partially-plugged during the pile driving .
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对三里亭南区R10组团沉桩工程实测土体水平位移和超静孔隙水压力作了分析,得到一些具有工程意义的经验和规律。
Some laws and conclusions are obtained by many measured data of horizontal displacement and excess pore water pressure from San-Li Ting pile driving project .
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本文从孔扩张理论(CEM)出发,分析了沉桩的挤土原理,并结合两个已建工程沉桩实例,总结了现有的减少沉桩挤土的工程措施。
This paper begins with the theories of cavity expansion method ( CEM ), analyze the mechanism of soil squeezing , give two engineering cases , and summarize some popular engineering measures for reducing unfavorable soil squeezing effects .
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基于Hiley打桩公式,考虑地基土对桩的压缩影响,按变形协调原则,提出了控制贯入度计算公式,经与试沉桩资料对比分析,具有较好的吻合性。
Based on Hiley piling formula , and considering the compressing impacts of foundation soil on piles , this paper establishes a formula for penetration of piles according to the principle of deformation coordination . Comparing with the data of test piles , the calculating results show better consistency .
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特殊要求的基坑回填及沉桩施工
Backfill of Pit and Construction of Pile Sinking Under Complex Condition
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高架桥基础预应力高强度管桩沉桩技术
Sinking technology for prestressed high strength tubular pile for viaduct foundation
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软粘土中沉桩挤土效应研究
Displacement and Pore Pressure Due to Pile Driving in Soft Clay
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介绍了静力压入预应力混凝土管桩的沉桩机理及适用范围。
The characteristics of static pressure concrete pipe pile are introduced .
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杭州湾大桥钢管桩沉桩施工工艺
Construction Technology for Driving of SteelPipe Piles of Hangzhou Bay Bridge
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基于反分析方法的沉桩过程分析
Analysis on driving process of steel piles by back analysis method
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沉桩挤土效应的数值模拟
Numerical simulation of effect of pushing against soil of driven piles
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砂土中静压桩沉桩过程试验研究与颗粒流模拟
Experimental and numerical analysis of jacked piles during installation in sand