›› 2012, Vol. 33 ›› Issue (11): 3230-3236.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Prototype tests of assembly foundation of transmission line in aeolian sand area

CHENG Yong-feng,DING Shi-jun   

  1. Transmission and Transformation Engineering Mechanics Research Department, China Electric Power Research Institute, Beijing 100055, China
  • Received:2012-06-29 Online:2012-11-12 Published:2012-11-14

Abstract: The design of transmission line foundation in aeolian sand area is one of the key research topics in current power grid construction. Aeolian sand is special soil foundation; design in aeolian sand area has little relevant design basis. In the view of the characteristics of transmission line foundation engineering in aeolian sand area, the prototype tests of transmission line foundation are carried out. The deformation and bearing capacity, strain characteristics of the foundation and the contact pressure between the foundation and aeolian sand under the combination of uplift and horizontal load as well as the combination of pushdown and horizontal load are studied through the tests. According to the results, the design parameters of transmission line foundation in aeolian sand area are proposed. The test results provide a basis for design of foundations in Taiyuan-Tazhong 220 kV transmission line, which improve the reliability and rationality of the design of the transmission line foundation in aeolian sand area.

Key words: aeolian sand, transmission line, assembly foundation, prototype test, vertical and horizontal load, uplift angle

CLC Number: 

  • TU 475
[1] ZHANG Cong, LIANG Jing-wei, YANG Jun-sheng, CAO Lei, XIE Yi-peng, ZHANG Gui-jin, . Research on the diffusion mechanism and application of pulsate grouting in embankment and dam [J]. Rock and Soil Mechanics, 2019, 40(4): 1507-1514.
[2] ZHANG Xiang-dong, LI Jun, SUN Qi, YI Fu, LIU Jia-shun, QU Zhi, . Study of dynamic performance under negative temperature and rheology characteristic for cement improved aeolian sand [J]. Rock and Soil Mechanics, 2018, 39(12): 4395-4403.
[3] CHENG Yong-feng, ZHENG Wei-feng, LU Xian-long, MENG Xian-zheng. Research on criteria to define bottom area of assembled foundation of transmission line in calculation of compressive load [J]. , 2016, 37(S1): 477-481.
[4] ZHANG Yan, ZHENG Wei-feng, ZHU Zhao-qing. Test research on bearing capacity of anchors used for sandstone reinforcement [J]. , 2015, 36(S1): 367-371.
[5] CHEN Ji-bin, ZHAO Qi-hua, PENG She-qin, DING Zi-han, YU Hao-jun. Influence of waste landfill on seismic response of transmission tower pile foundation at mountainous slope [J]. , 2015, 36(8): 2277-2283.
[6] SUN Xi-ping, ZHANG Yong, ZHENG Feng-yong, QI Guang-zheng. Research on bearing capacity prototype test of high-piled wharf piles [J]. , 2014, 35(9): 2609-2615.
[7] CHENG Yong-feng , DING Shi-jun , YE Chao,. Research on selection of action combinations based on limit state design for excavated foundations of transmission pole and tower [J]. , 2014, 35(8): 2184-2190.
[8] ZHANG Hong,WANG Zhi-yuan,LIU Run-xing. Research on dynamic compaction characteristics of aeolian sand in desert region of Keerqin [J]. , 2013, 34(S2): 100-104.
[9] QIAN Zeng-zhen , LU Xian-long , DING Shi-jun . Field tests on pullout behavior of eccentric grillage foundation in aeolian sand [J]. , 2013, 34(4): 1097-1102.
[10] SUN Yi-zhen ,ZHENG Wei-feng ,FAN Zhi-qiang . Tension model test research on grouted bolts foundation in jointed rock masses for transmission lines [J]. , 2012, 33(1): 78-82.
[11] QIAN Zeng-zhen , LU Xian-long , DING Shi-jun. Experimental study of assembly foundation for transmission line tower in Taklimakan desert [J]. , 2011, 32(8): 2359-2364.
[12] QU Guang-zhou,ZHANG Jian-ming,CHENG Dong-xing. Experimental study of direct shear creep properties of frozen silty clay on Qinghai-Tibetan Plateau [J]. , 2011, 32(1): 95-98.
[13] JIA Ning, MENG Qing-hui, JIA Jian. Risk analysis of encountering rockfalls on transmission line towers [J]. , 2010, 31(2): 604-608.
[14] LIU Zhi-wei, SHEN Ru-tao. Field tests on pre-bored compaction lime-soil pile (down-hole dynamic compaction method) to improve serious collapsible loess [J]. , 2009, 30(S2): 339-343.
[15] LI Chi, YU Hao. Experimental studies of strength characteristics and solidified mechanism for solidified aeolian sandy soil [J]. , 2009, 30(S2): 48-53.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] HU Da-wei, ZHOU Hui, XIE Shou-yi, ZHANG Kai, SHAO Jian-fu, FENG. Study of Biot’s coefficients of marble during plastic deformation phase[J]. , 2009, 30(12): 3727 -3732 .
[2] ZHANG Chun-hui, YU Yong-jiang, ZHAO Quan-sheng. Seepage-stress elastoplastic coupling model of heterogeneous coal and numerical simulation[J]. , 2009, 30(9): 2837 -2842 .
[3] SHI Xu-chao,HAN Yang. Water absorption test of soft clay after rebound under unloading[J]. , 2010, 31(3): 732 -736 .
[4] LU Zheng, YAO Hai-lin, CHENG Ping, WU Wan-ping. Ground vibration of soft subgrade subjected to a non-uniformly distributed train load[J]. , 2010, 31(10): 3286 -3294 .
[5] TANG Li-min. Regularization algorithm of foundation settlement prediction model[J]. , 2010, 31(12): 3945 -3948 .
[6] LI Zhan-hai,ZHU Wan-cheng,FENG Xia-ting,LI Shao-jun,ZHOU Hui,CHEN Bing-rui. Effect of lateral pressure coefficients on damage and failure process of horseshoe-shaped tunnel[J]. , 2010, 31(S2): 434 -441 .
[7] LIU Han-long, WANG Xin-quan, CHEN Yong-hui, LU Jian-hua. Field experimental study of mechanical performance of Y-shaped vibro-pile reinforced embankments[J]. , 2009, 30(2): 297 -304 .
[8] HOU Gong-yu,NIU Xiao-song. Perfect elastoplastic solution of axisymmetric circular openings in rock mass based on Levy-Mises constitutive relation and D-P yield criterion[J]. , 2009, 30(6): 1555 -1562 .
[9] CAI Hui-teng, WEI Fu-quan, CAI Zong-wen. Study of silty clay dynamic characteristics in Chongqing downtown area[J]. , 2009, 30(S2): 224 -228 .
[10] SONG Ling , LIU Feng-yin , LI Ning . On mechanism of rotary cone penetration test[J]. , 2011, 32(S1): 787 -0792 .