双排筒桩海堤受力性状分析

王哲; 许四法; 庄迎春

双排筒桩海堤受力性状分析 English Version

1.浙江工业大学岩土工程研究所,浙江杭州 310032 ； 2. 华东勘测设计研究院,浙江杭州 310014

基金项目: 浙江省自然科学基金资助项目( Y1091054)；浙江省科技厅项目( 2010C33073)

详细信息

作者简介:
王哲 (1978 – ) ,男,山东梁山人,副教授,主要从事环境岩土工程及桩基工程方面的研究。

中图分类号: TU473.1
计量
- 文章访问数: 01093
- HTML全文浏览量: 0
- PDF下载量: 0402
出版历程
- 收稿日期: 2011-08-03
- 发布日期: 2011-12-06

Force analysis of sea embankment with double-row tubular piles

1. Institute of Geotechnical Engineering, Zhejiang University of Technology, Hangzhou 310032, China; 2. Department of Structural & Geotechnical Engineering, East China Investigation & Design Institute, Hangzhou 310014, China

摘要

摘要: 双排筒桩海堤结构是针对筒桩的良好抗弯能力提出的一种结构型式。首先进行模型简化及基本假定,然后结合一实例运用地基系数法,结构位移法及自由端作用任意荷载的管桩计算理论进行基桩受力的内力和变位计算,并分析了桩间距、排间距 的变化对筒桩海堤荷载传递性状的影响。

关键词:
海堤 /

筒桩 /

抗弯 /

荷载传递 /

解析解
Abstract: Several kinds of sea wall structures are introduced. The equivalent pile top load of each pile of double-row-pile sea wall is obtained by means of the method of structure displacement. The loads acting on the tip of the sea wall are equivalent to those at each pile top. Bending force and transverse distortion along pile are calculated under three kinds of working conditions, which are single pile under load during construction period, fugacious load domino effect combination during sea wall construction period and permanent load domino effect combination during common operation period. Influences of changes of pile spacing between and row spacing on load transfer characteristics of sea wall are analyzed.

Keywords:
sea embankment /

cast-in-situ tubular pile /

bending strength /

load transfer /

analytical solution

HTML全文

参考文献(12)

[1] 王哲 , 周建 , 龚晓南 . 考虑土芯作用的大直径薄壁灌注筒桩轴向荷载传递性状分析 [J]. 岩土工程学报 , 2005, 27 (10): 1185 – 1189. (WANG Zhe, ZHOU Jian, GONG Xiao-nan. Analysis of axial load-transfer of large-diameter tubular pile using cast-in-situ concretes[J]. Chinese Journal of Geotechnical Engineering, 2005, 27 (10): 1185 – 1189. (in Chinese))

[2] 叶俊能 . 沉管灌注筒桩工作性状研究 [ 博士学位论文 D]. 杭州 : 浙江大学 , 2003. (YE Jun-neng. Study on the engineering properties of driven cast-in-situ piles[Ph. D. Thesis][D]. Hangzhou: Zhejiang University, 2003. (in Chinese))

[3] 王哲 , 龚晓南 , 郭平 , 等 . 大直径薄壁灌注筒桩在堤防工程中的应用 [J] . 岩土工程学报 , 2005, 27 (1): 121 – 124. (WANG Zhe, GONG Xiao-nan, GUO Ping, et al. Application of large-diameter thin-wall tubular pile with cast-in-situ concrete to embankment engineering[J]. Chinese Journal of Geotechnical Engineering, 2005, 27 (1): 121 – 124. (in Chinese))

[4] LIU Han-long, FEI Kang, DENG An, et al. Erective sea embankment with PCC piles[J]. China Ocean Engineering, 2005, 19(2): 339 – 348.

[5] 刘汉龙 , 陶学俊 , 张建伟 , 等 . 水平荷载作用下 PCC 桩复合地基工作性状 [J]. 岩土力学 , 2010, 31 (9): 2716 – 2722. (LIU Han-long, TAO Xue-jun, ZHANG Jian-wei, et al. Behavior of PCC pile composite foundation under lateral load[J]. Rock and Soil Mechanics, 2010, 31 (9): 2716 – 2722. (in Chinese))

[6] 张建伟 , 刘汉龙 . 多层地基中 PCC 水平荷载桩的数值解 . 岩土力学 , 2010, 31 (5): 1638 – 1644. (ZHANG Jian-wei, LIU Han-long. Numerical solution of laterally loaded cast-in-place concrete large diameter pipe pile installed in multi-layered soil[J]. Rock and Soil Mechanics, 2010, 31 (5): 1638 – 1644. (in Chinese))

[7] 张建伟 , 温森 , 孙兴亚 , 等 . PCC 桩与灌注桩的水平承载性能对比分析 [J]. 河南大学学报 ( 自然科学版 ), 2010, 40 (5): 533 – 536. (ZHANG Jian-wei, WEN Sen, SUN Xing-ya, et al. Comparison analysis of the lateral bearing capacity of bored pile and PCC[J]. Journal of Henan University(Natural Science), 2010, 40 (5): 533 – 536. (in Chinese))

[8] 刘汉龙 , 费康 , 马晓辉 . 振动沉模大直径现浇薄壁管桩技术及其应用 ( = 1 \* ROMAN I ): 开发研制与设计 [J]. 岩土力学 , 2003, 24 (2): 164 – 168. (LIU Han-long, FEI Kang, MA Xiao-hui. Cast-in-situ concrete thin wall pipe pile with vibrated and steel tube mould technology and its application (I): development and design[J]. Rock and Soil Mechanics, 2003, 24 (2): 164 – 168. (in Chinese))

[9] 刘汉龙 , 郝小员 , 费康 . 振动沉模大直径现浇薄壁管桩技术及其应用 (II): 工程应用与试验 [J]. 岩土力学 , 2003, 24 (3): 372 – 375. (LIU Han-long, HAO Xiao-yuan, FEI Kang. Cast-in-situ concrete thin wall pipe pile with vibrated and steel tube mould technology and its application (II): application and in-situ test[J]. Rock and Soil Mechanics, 2003, 24 (3): 372 – 375. (in Chinese))

[10] 朱向荣 , 叶俊能 , 姜贤放 , 等 . 沉管灌注筒桩的承载特性浅析 [J]. 岩土工程学报 , 2003, 25 (5): 538 – 542. (ZHU Xiang-rong, YE Jun-neng, JIANG Xian-fang, et al. Preliminary analysis of load-bearing characteristics of driven-tube cast-in-place piles[J]. Chinese Journal of Geotechnical Engineering, 2003, 25 (5): 538 – 542. (in Chinese))

[11] 王哲 , 龚晓南 , 丁洲洋 , 等 . 大直径薄壁灌注筒桩土芯对承载性状影响的试验及其理论研究 [J]. 岩石力学与工程学报 , 2005, 24 (21): 3916 – 3921. (WANG Zhe, GONG Xiao-nan, DING Zhou-xiang, et al. Research on influence of soil core on load bearing character of large-diameter tubular piles using cast-in-situ concrete[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24 (21): 3916 – 3921. (in Chinese))

[12] 王哲 , 龚晓南 , 费守明 . 竖向力和水平向力同时作用下管桩性状研究 [J]. 岩土力学 , 2006, 27 ( 增刊 2): 879 – 884. (WANG Zhe, GONG Xiao-nan, FEI Shou-ming. The behaviour of single piles under axially and laterally loads[J]. Rock and Soil Mechanics, 2006, 27 (S2): 879 – 884. ( in Chinese))

相关文章

施引文献

资源附件(0)

计量

文章访问数:

HTML全文浏览量: 0

PDF下载量:

被引次数: 0

出版历程

收稿日期: 2011-08-03

发布日期: 2011-12-06

目录

摘要
HTML全文
参考文献(12)
相关文章
施引文献
资源附件(0)

[1]	王哲 , 周建 , 龚晓南 . 考虑土芯作用的大直径薄壁灌注筒桩轴向荷载传递性状分析 [J]. 岩土工程学报 , 2005, 27 (10): 1185 – 1189. (WANG Zhe, ZHOU Jian, GONG Xiao-nan. Analysis of axial load-transfer of large-diameter tubular pile using cast-in-situ concretes[J]. Chinese Journal of Geotechnical Engineering, 2005, 27 (10): 1185 – 1189. (in Chinese))
[2]	叶俊能 . 沉管灌注筒桩工作性状研究 [ 博士学位论文 D]. 杭州 : 浙江大学 , 2003. (YE Jun-neng. Study on the engineering properties of driven cast-in-situ piles[Ph. D. Thesis][D]. Hangzhou: Zhejiang University, 2003. (in Chinese))
[3]	王哲 , 龚晓南 , 郭平 , 等 . 大直径薄壁灌注筒桩在堤防工程中的应用 [J] . 岩土工程学报 , 2005, 27 (1): 121 – 124. (WANG Zhe, GONG Xiao-nan, GUO Ping, et al. Application of large-diameter thin-wall tubular pile with cast-in-situ concrete to embankment engineering[J]. Chinese Journal of Geotechnical Engineering, 2005, 27 (1): 121 – 124. (in Chinese))
[4]	LIU Han-long, FEI Kang, DENG An, et al. Erective sea embankment with PCC piles[J]. China Ocean Engineering, 2005, 19(2): 339 – 348.
[5]	刘汉龙 , 陶学俊 , 张建伟 , 等 . 水平荷载作用下 PCC 桩复合地基工作性状 [J]. 岩土力学 , 2010, 31 (9): 2716 – 2722. (LIU Han-long, TAO Xue-jun, ZHANG Jian-wei, et al. Behavior of PCC pile composite foundation under lateral load[J]. Rock and Soil Mechanics, 2010, 31 (9): 2716 – 2722. (in Chinese))
[6]	张建伟 , 刘汉龙 . 多层地基中 PCC 水平荷载桩的数值解 . 岩土力学 , 2010, 31 (5): 1638 – 1644. (ZHANG Jian-wei, LIU Han-long. Numerical solution of laterally loaded cast-in-place concrete large diameter pipe pile installed in multi-layered soil[J]. Rock and Soil Mechanics, 2010, 31 (5): 1638 – 1644. (in Chinese))
[7]	张建伟 , 温森 , 孙兴亚 , 等 . PCC 桩与灌注桩的水平承载性能对比分析 [J]. 河南大学学报 ( 自然科学版 ), 2010, 40 (5): 533 – 536. (ZHANG Jian-wei, WEN Sen, SUN Xing-ya, et al. Comparison analysis of the lateral bearing capacity of bored pile and PCC[J]. Journal of Henan University(Natural Science), 2010, 40 (5): 533 – 536. (in Chinese))
[8]	刘汉龙 , 费康 , 马晓辉 . 振动沉模大直径现浇薄壁管桩技术及其应用 ( = 1 \* ROMAN I ): 开发研制与设计 [J]. 岩土力学 , 2003, 24 (2): 164 – 168. (LIU Han-long, FEI Kang, MA Xiao-hui. Cast-in-situ concrete thin wall pipe pile with vibrated and steel tube mould technology and its application (I): development and design[J]. Rock and Soil Mechanics, 2003, 24 (2): 164 – 168. (in Chinese))
[9]	刘汉龙 , 郝小员 , 费康 . 振动沉模大直径现浇薄壁管桩技术及其应用 (II): 工程应用与试验 [J]. 岩土力学 , 2003, 24 (3): 372 – 375. (LIU Han-long, HAO Xiao-yuan, FEI Kang. Cast-in-situ concrete thin wall pipe pile with vibrated and steel tube mould technology and its application (II): application and in-situ test[J]. Rock and Soil Mechanics, 2003, 24 (3): 372 – 375. (in Chinese))
[10]	朱向荣 , 叶俊能 , 姜贤放 , 等 . 沉管灌注筒桩的承载特性浅析 [J]. 岩土工程学报 , 2003, 25 (5): 538 – 542. (ZHU Xiang-rong, YE Jun-neng, JIANG Xian-fang, et al. Preliminary analysis of load-bearing characteristics of driven-tube cast-in-place piles[J]. Chinese Journal of Geotechnical Engineering, 2003, 25 (5): 538 – 542. (in Chinese))
[11]	王哲 , 龚晓南 , 丁洲洋 , 等 . 大直径薄壁灌注筒桩土芯对承载性状影响的试验及其理论研究 [J]. 岩石力学与工程学报 , 2005, 24 (21): 3916 – 3921. (WANG Zhe, GONG Xiao-nan, DING Zhou-xiang, et al. Research on influence of soil core on load bearing character of large-diameter tubular piles using cast-in-situ concrete[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24 (21): 3916 – 3921. (in Chinese))
[12]	王哲 , 龚晓南 , 费守明 . 竖向力和水平向力同时作用下管桩性状研究 [J]. 岩土力学 , 2006, 27 ( 增刊 2): 879 – 884. (WANG Zhe, GONG Xiao-nan, FEI Shou-ming. The behaviour of single piles under axially and laterally loads[J]. Rock and Soil Mechanics, 2006, 27 (S2): 879 – 884. ( in Chinese))

双排筒桩海堤受力性状分析 English Version

作者简介: 王 哲 (1978 – ) ,男,山东梁山人,副教授,主要从事环境岩土工程及桩基工程方面的研究。

计量

出版历程

Force analysis of sea embankment with double-row tubular piles

计量

出版历程

目录

作者简介:
王哲 (1978 – ) ,男,山东梁山人,副教授,主要从事环境岩土工程及桩基工程方面的研究。