›› 2011, Vol. 32 ›› Issue (11): 3404-3408.

• Geotechnical Engineering • Previous Articles     Next Articles

Application of replacement method to preventing frost heave damage of geogrids

XING Shuang1,SUZUKI Teruyuki2,LI Yue-bing1,HAO Dong-xue1   

  1. 1. School of Architectural and Civil Engineering, Northeast Dianli University, Jilin, Jilin 132012, China; 2. Civil Engineering School, Kitami Institute of Technology, Kitami 090-8507, Japan
  • Received:2010-03-19 Online:2011-11-01 Published:2011-11-09

Abstract: In seasonally frozen soil regions, geogrids used for slope reinforcement always come out of ground because of frost heaving and thus lose effectiveness. In order to study the effectiveness of replacement with non-frozen materials in preventing frost-heaving damage to geogrids, outdoor frost heave test was conducted in the site reinforced with geogrids. The frost heaving soil in one side was replaced with volcanic ash and the other was not. Comparison between the values of frost-heave of geogrids in the two different soils shows that the residual value of frost-heave of the geogrids can be reduced about 50 percent by the method of soil replacement. It is concluded that the method of soil replacement with volcanic ash is effective in preventing frost heave damage of geogrids and is of applied value

Key words: geogrids, frost heave damage, prevention, replacement method

CLC Number: 

  • TU 413
[1] LIU Yang-yang, GUO Zeng-zhang, LI Yong-qiang, LI You-peng. Risk assessment model of highway slope based on entropy weight set pair analysis and vehicle laser scanning [J]. Rock and Soil Mechanics, 2018, 39(S2): 131-141.
[2] HUANG Xing, LIU Quan-sheng, PENG Xing-xin, LEI Guang-feng, WEI Lai,. Analysis and comprehensive prevention-control for TBM jamming induced by squeezing deformation of surrounding rock around water diversion tunnel from Datong river into Huangshui river [J]. , 2017, 38(10): 2962-2972.
[3] PANG Long-long , XU Xue-feng , SI Liang , ZHANG Hao , LI Zheng-ke , . Analysis of prevention mechanism of upper protective seam mining on rock rockburst induced by thick conglomerate [J]. , 2016, 37(S2): 120-128.
[4] SHEN Wei , DOU Lin-ming , LIU Peng , HE Hu , . Study of dynamic stress change law of roadway driving along next goaf in mine [J]. , 2016, 37(S1): 489-494.
[5] WANG He , YANG Guang-qing , XIONG Bao-lin , WU Lian-hai , LIU Hua-bei,. An experimental study of the structural behavior of reinforced soil retaining wall with concrete-block panel [J]. , 2016, 37(2): 487-498.
[6] JIA Min-cai , QIANG Xiao , YE Jian-zhong,. Comparison study of reinforcement effect of HDPE/PET geogrids in fill embankment [J]. , 2015, 36(S1): 491-495.
[7] ZHU Si-tao , JIANG Fu-xing , SHI Xian-feng , SUN Guang-jing , . Energy dissipation index method for determining rockburst prevention drilling parameters [J]. , 2015, 36(8): 2270-2276.
[8] FENG Yu ,JIANG Fu-xing ,ZHAI Ming-hua ,WANG Bo ,GUO Xin-shan ,CHENG Gong,. Mechanism of the fixed-point hydraulic fracturing method for preventing rockburst in coalseam [J]. , 2015, 36(4): 1174-1181.
[9] HE Ming-wu ,PENG Ji-yin ,WANG Yi-feng ,ZHOU Yang-yi ,JIANG Quan ,XU Ding-ping,. Geomechanical properties and engineering prevention of breccia in left bank underground powerhouse of Wudongde hydropower station [J]. , 2014, 35(4): 1063-1068.
[10] ZHENG Ling-wei ,ZHOU Feng-hua , . Experimental study of forming process of replacement pier in soft soil using dynamic replacement method [J]. , 2014, 35(1): 90-97.
[11] GUO Ai-guo ,KONG Ling-wei ,SHEN Lin-chong ,ZHANG Jin-rong ,. Study of disaster countermeasures of shallow gas in metro construction [J]. , 2013, 34(3): 769-775.
[12] CHU Ming-xiang, WANG Qing-biao, XIA Jun-min. Study of formation mechanism of floor heave at goaf side of roadway and prevention technology [J]. , 2011, 32(S2): 413-417.
[13] SUN Li-qiang , YAN Shu-wang , XU Yu. Study of wave type asymmetry settlement and its mechanism of soft soil roadbed [J]. , 2011, 32(S1): 526-0531.
[14] CHEN Jin-feng , SONG Er-xiang , XU Ming. Application of strength reduction FEM to stability analysis of high fill slope in Kunming new airport [J]. , 2011, 32(S1): 636-0641.
[15] LI Fu-lin,PENG Fang-le,KONGKITKUL W.,TATSUOKA F.. Finite element analyses of creep behaviors of non-reinforced and geogrid-reinforced sands [J]. , 2011, 32(4): 1200-1204.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] GONG Wei-li, AN Li-qian, ZHAO Hai-yan, MAO Ling-tao. Multiple scale characterization of CT image for coal rock fractures based on image description[J]. , 2010, 31(2): 371 -376 .
[2] WAN Zhi, DONG Hui, LIU Bao-chen. On choice of hyper-parameters of support vector machines for time series regression and prediction with orthogonal design[J]. , 2010, 31(2): 503 -508 .
[3] SUN Xi-yuan, LUAN Mao-tian, TANG Xiao-wei. Study of horizontal bearing capacity of bucket foundation on saturated soft clay ground[J]. , 2010, 31(2): 667 -672 .
[4] WANG Ming-nian, GUO Jun, LUO Lu-sen, Yu Yu, Yang Jian-min, Tan Zhon. Study of critical buried depth of large cross-section loess tunnel for high speed railway[J]. , 2010, 31(4): 1157 -1162 .
[5] HU Yong-gang, LUO Qiang, ZHANG Liang, HUANG Jing, CHEN Ya-mei. Deformation characteristics analysis of slope soft soil foundation treatment with mixed-in-place pile by centrifugal model tests[J]. , 2010, 31(7): 2207 -2213 .
[6] TAN Feng-yi, Jiang Zhi-quan, Li Zhong-qiu, YAN Hui-he. Application of additive mass method to testing compacted density of filling material in Kunming new airport[J]. , 2010, 31(7): 2214 -2218 .
[7] CHAI Bo, YIN Kun-long, XIAO Yong-jun. Characteristics of weak-soft zones of Three Gorges Reservoir shoreline slope in new Badong county[J]. , 2010, 31(8): 2501 -2506 .
[8] WANG Xue-wu,XU Shang-jie,DANG Fa-ning,CHENG Su-zhen. Analysis of stability of dam slope during rapid drawdown of reservoir water level[J]. , 2010, 31(9): 2760 -2764 .
[9] WANG Wei-ming, SUN Rui, CAO Zhen-zhong, YUAN Xiao-ming. Comparative study of features of liquefied sites at home and abroad[J]. , 2010, 31(12): 3913 -3918 .
[10] WANG Guang-jin,YANG Chun-he ,ZHANG Chao,MA Hong-ling,KONG Xiang-yun ,HO. Research on particle size grading and slope stability analysis of super-high dumping site[J]. , 2011, 32(3): 905 -913 .