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土工格室-碎石桩双向增强复合地基研究进展

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Keywords: 道路工程,复合地基,综述,土工格室,碎石桩,处治技术,加固机理

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Abstract:

?介绍了土工格室-碎石桩双向增强复合地基这一新型地基处理方法的处治技术及其特点,在分别对碎石桩复合地基和土工格室加筋体工作机理进行研究的基础上探讨了土工格室-碎石桩双向增强复合地基的加固机理,简要总结了土工格室-碎石桩双向增强复合地基试验研究、数值分析及双向增强复合地基的设计计算理论的研究现状。最后讨论了土工格室-碎石桩双向增强复合地基尚需进一步研究的问题。

References

[1]  LAN Bing,DENG Xin-de.Application of Vibro-flotation Stone Pile for Saturated Soft Soil Foundation Treatment[J].Geotechnical Engineering World,2002,5(11):37-40.
[2]  WANG Sheng-yuan,ZHANG Ying-chun,GUAN Jin-he.A Large-scale Shear Test for Gravel Piles and Its Composite Foundation[J].China Civil Engineering Journal,2002,35(5):75-78.
[3]  CHEN Yan-ping,ZHAO Ming-hua,CHEN Chang-fu,et al.Similarity Model Test of Geocell Reinforced Gravel Mattress and Gravel Pile Composite Foundation[J].China Journal of Highway and Transport,2006,19(1):17-22.
[4]  JIANG Peng-fei,CHEN Chang-fu,ZHAO Ming-hua,et al.Application and Research on Geocell and Gravel Pile Composite Foundation in Soft Ground Treatment in Expressway[J].Highway,2006(4):135-139.
[5]  ZHAO Ming-hua,YANG Ming-hui,WU Ya-zhong,et al.Study on the Capacity Mechanism and Model Test of Geogrid Mattress and Gravel Pile Composite Foundation[J].Journal of Highway and Transportation Research and Development,2005,22(1):6-10.
[6]  AMBILY A P,GANDHI S R.Behavior of Stone Columns Based on Experimental and FEM Analysis[J].Journal of Geotechnical and Geoenvironmental Engin-eering,2007,133(4):406-415.
[7]  ZHAO Ming-hua,YAO Qi-yang,CHEN Chang-fu,et al.Study on Model Experiment of Gravel Pile Composite Foundation[J].Highway,2003(10):33-36.
[8]  王志亮.碎石桩及其复合地基承载力的分析[J].电力勘测,2000,7(4):4-7.
[9]  杨晓华.土工格室工程性状及应用技术研究[D].西安:长安大学,2005.
[10]  周顺华,王炳龙,宫全美.土工格室加固基床的动应力传播原理[J].铁道学报,2003,25(1):96-98.
[11]  王炳龙,周顺华,宫全美,等.不同高度土工格室整治基床下沉病害的试验研究[J].岩土工程学报,2003,25(2):163-166.
[12]  WANG Bing-long,ZHOU Shun-hua,GONG Quan-mei,et al.Experimental Study on Treatment of Subgrade Subsidence by Geocell of Different Heights[J].Chinese Journal of Geotechnical Engineering,2003,25(2):163-166.
[13]  LUO Qiang,LIU Jun-yan,ZHANG Liang.Application of Geosynthetics Reinforced Sand Blanket to Settlement Reduction of Soft Ground[J].Chinese Journal of Geotechnical Engineering,2003,25(6):710-714.
[14]  LUO Qiang,ZHOU Hua,WANG Zhi-jian.Test Study on Geocell-stabilized Railway Subgrades[J].Journal of the China Railway Society,2004,26(3):98-102.
[15]  HAN J,HUANG J,PORBAHA A.2D Numerical Modeling of a Constructed Geosynthetic-reinforced Embankment over Deep Mixed Columns[C]//ASCE.Proceedings of Contemporary Issues in Foundation Engineering.New York:ASCE Publications,2005:52-62.
[16]  YAN Shu-wang,ZHOU Hong-jie,CUI Wei,et al.Study on Geogrid-reinforced and Pile-supported Embankment over Gulch Weak Subsoil[J].Rock and Soil Mechanics,2005,26(4):633-637.
[17]  CHEN Ren-peng,JIA Ning,CHEN Yun-min.Mech-anism and Settlement Analysis of Pile-supported and Geogrid-reinforced Embankments[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(23):4358-4367.
[18]  RUSSELL D,PIERPOINT N.An Assessment of Design Methods for Piled Embankments[J].Ground Engineering,1997(11):39-44.
[19]  ZHANG Jian-xun,CHEN Fu-quan,JIAN Hong-yu.Overview of Piled Geosynthetic-reinforced Foundations over Soft Soil[J].Journal of Fujian College of Architecture & Civil Engineering,2003,1(3):10-15.
[20]  CHEN Yun-min,JIA Ning,CHEN Ren-peng.Soil Arch Analysis of Pile-supported Embankments[J].China Journal of Highway and Transport,2004,17(4):1-6.
[21]  RAO Wei-guo,ZHAO Cheng-gang.The Behavior of Pile-net Composite Foundation[J].China Civil Engin-eering Journal,2002,35(2):74-80.
[22]  YANG Yu,CHEN Chang-fu,ZHAO Ming-hua.Research on Bearing Capability of Geosynthetic-re-inforced and Pile-supported Composite Grounds and Analysis of Its Affecting Factors[J].Journal of Central South Highway Engineering,2007,32(2):73-76.
[23]  YANG Yu,CHEN Chang-fu,ZHAO Ming-hua.Bearing Capacity of Two-dimensional Reinforced Composite Foundation[J].Journal of Highway and Transportation Research and Development,2008,25(6):35-39.
[24]  SHI You-zhi.Calculation Method of Bearing Capacity for Geosynthetic-reinforced and Pile-supported Earth Platform Composite Foundation[J].Journal of Geotechnical Investigation and Surveying,2006(7):9-12.
[25]  RAO Wei-guo,JIANG Hui-huang,HOU Qing-hua.Deformation of Sheet Plate Due to Residual Settlement of Pile-net Composite Foundation[J].Journal of Hydraulic Engineering,2002,51(4):23-27.
[26]  RAO Wei-guo,DU Wen-feng,LUO Wei-dong,et al.Three Point Calculation Method of Residual Settlement About Pile-net Composite Foundation[J].Highway,2001(8):92-95.
[27]  LIU Dun-ping.Working Mechanism and Numerical Analysis of the Two-direction Reinforced Composite Foundation[D].Changsha:Hunan University,2008.
[28]  蓝 冰,邓新德.振冲碎石桩在饱和软土地基处理中的应用研究[J].岩土工程界,2002,5(11):37-40.
[29]  王盛源,张迎春,关锦荷.碎石桩及其复合体的大型剪切试验[J].土木工程学报,2002,35(5):75-78.
[30]  陈艳平,赵明华,陈昌富,等.土工格室碎石垫层-碎石桩复合地基相似模型试验[J].中国公路学报,2006,19(1):17-22.
[31]  蒋鹏飞,陈昌富,赵明华,等.土工格室垫层+碎石桩复合地基在高速公路软基处理中的应用与研究[J].公路,2006(4):135-139.
[32]  赵明华,杨明辉,吴亚中,等.土工格室-碎石桩复合地基承载机理及其试验研究[J].公路交通科技,2005,22(1):6-10.
[33]  赵明华,张 玲,蒋德松.土工格室+碎石桩处治软土路基设计计算方法[J].公路交通科技,2008,25(4):47-51.
[34]  ZHAO Ming-hua,ZHANG Ling,JIANG De-song.Design Calculation Method for Soft Foundation Treatment by Geocell Mattress and Stone Column[J].Journal of Highway and Transportation Research and Development,2008,25(4):47-51.
[35]  赵明华,姚琪阳,陈昌富,等.碎石桩复合地基模型试验[J].公路,2003(10):33-36.
[36]  WANG Zhi-liang.Bearing Capacity Analysis for Gravel Pile and Composite Foundation[J].Electric Power Survey,2000,7(4):4-7.
[37]  YANG Xiao-hua.Study on Engineering Character and Applied Technique of Geocell[D].Xi'an:Chang'an University,2005.
[38]  ZHOU Shun-hua,WANG Bing-long,GONG Quan-mei.Principle of Dynamic Stress Propagation in the Subgrade Treated by Geocell[J].Journal of the China Railway Society,2003,25(1):96-98.
[39]  罗 强,刘俊彦,张 良.土工合成材料加筋砂垫层减小软土地基沉降试验研究[J].岩土工程学报,2003,25(6):710-714.
[40]  罗 强,周 华,王之犍.土工格室加固既有线铁路基床试验研究[J].铁道学报,2004,26(3):98-102.
[41]  HAN J,GABR M A.Numerical Analysis of Geosynthetic-reinforced and Pile-supported Earth Platforms over Soft Soil[J].Geotechnical and Geoenvironmental Engineering,2002,128(1):44-53.
[42]  闫澍旺,周宏杰,崔 溦,等.水泥土桩与土工格栅联合加固沟谷软基机理研究[J].岩土力学,2005,26(4):633-637.
[43]  陈仁朋,贾 宁,陈云敏.桩承式加筋路堤受力机理及沉降分析[J].岩石力学与工程学报,2005,24(23):4358-4367.
[44]  LOW B K,TANG S K,CHOA V.Arching in Piled Embankments[J].Journal of Geotechnical Engineering,1993,120(11):1917-1938.
[45]  张建勋,陈福全,简洪钰.桩承土工织物加筋地基的研究与工程应用综述[J].福建工程学院学报,2003,1(3):10-15.
[46]  陈云敏,贾 宁,陈仁朋.桩承式路堤土拱效应分析[J].中国公路学报,2004,17(4):1-6.
[47]  饶为国,赵成刚.桩-网复合地基应力比分析与计算[J].土木工程学报,2002,35(2):74-80.
[48]  杨 宇,陈昌富,赵明华.桩承式水平加筋复合地基承载性能及影响因素研究[J].中南公路工程,2007,32(2):73-76.
[49]  杨 宇,陈昌富,赵明华.水平加筋与散体材料桩组合型复合地基承载力计算[J].公路交通科技,2008,25(6):35-39.
[50]  施有志.桩承土工合成材料加筋垫层复合地基承载力的计算方法[J].工程勘察,2006(7):9-12.
[51]  饶为国,江辉煌,侯庆华.桩-网复合地基工后沉降的薄板理论解[J].水利学报,2002,51(4):23-27.
[52]  饶为国,杜文锋,罗卫东,等.三点法推算桩-网复合路基工后沉降量[J].公路,2001(8):92-95.
[53]  刘敦平.双向增强体复合地基承载特性及其数值分析[D].长沙:湖南大学,2008.
[54]  赵明华,陈艳平,陈昌富,等.土工格室-碎石垫层结构体的稳定性分析[J].湖南大学学报:自然科学版,2003,30(2):68-72.
[55]  ZHAO Ming-hua,CHEN Yan-ping,CHEN Chang-fu,et al.Stability Analysis of Geocell Gravel Cushion Structure[J].Journal of Hunan University:Natural Sciences,2003,30(2):68-72.

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