›› 2009, Vol. 30 ›› Issue (S2): 102-104.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental research on replacement zone parameter of roadbed in seasonal frozen soil area

LAN Chang-yu, ZHANG Xiang-dong   

  1. College of Civil and TrafficEngineering, Liaoning Technical University, Fuxin 123000, China
  • Received:2009-08-17 Online:2009-08-10 Published:2011-06-21

Abstract:

Taking the case of frozen soil in Fuxin city of Liaoning province,the frozen-heave factor of ten kinds of frozen soil have been experimentally studied under the condition of analogizing groundwater level. The test results indicate: there is a obvious effects of anti-freezing for the frozen soil in Fuxin city of Liaoning province when replacement layer is above the groundwater level about 30 cm,the largest deep-freeze for 62 % and the thickness of the deep freeze 30 %.

Key words: frozen soil, replacement zone, depth, thickness, groundwater level

CLC Number: 

  • TU 445
[1] TANG Guo-yi, LIU Zhi, LIU Zheng-hong, TANG Li-jun, YU Yong-tang, JIANG Wen, . Application of low energy level dynamic compaction method to Angola Quelo sand [J]. Rock and Soil Mechanics, 2019, 40(S1): 203-209.
[2] ZHANG Zhi-guo, LI Sheng-nan, ZHANG Cheng-ping, WANG Zhi-wei, . Analysis of stratum deformation and lining response induced by shield construction considering influences of underground water level rise and fall [J]. Rock and Soil Mechanics, 2019, 40(S1): 281-296.
[3] LI Zhao-yan, YUAN Xiao-ming, SUN Rui. Variation tendencies and general rules for critical curve of liquefaction evaluation [J]. Rock and Soil Mechanics, 2019, 40(9): 3603-3609.
[4] ZHU Yan-peng, DU Xiao-qi, YANG Xiao-hui, LI Hui-jun, . Research on utility tunnel foundation treated by compaction piles and post-work immersion test in self-weight collapsible loess area with large thickness [J]. Rock and Soil Mechanics, 2019, 40(8): 2914-2924.
[5] ZHOU Dong, LIU Hang-long, ZHANG Wen-gang, DING Xuan-ming, YANG Chang-you, . Transparent soil model test on the displacement field of soil around single passive pile [J]. Rock and Soil Mechanics, 2019, 40(7): 2686-2694.
[6] YUAN Wei, LIU Shang-ge, NIE Qing-ke, WANG Wei, . An approach for determining the critical thickness of the karst cave roof at the bottom of socketed pile based on punch failure mode [J]. Rock and Soil Mechanics, 2019, 40(7): 2789-2798.
[7] LIU Meng-shi, LUO Qiang, JIANG Liang-wei, LU Qing-yuan, LIANG Duo-wei, . Boundary pore characteristics and optimal treatment thickness in seepage test of coarse grained soil [J]. Rock and Soil Mechanics, 2019, 40(5): 1787-1796.
[8] LIU Cheng-yu, ZHANG Xiang, CHENG Kai, CHEN Bo-wen, . Experimental study of settlement caused by water and sand inrush in underground engineering [J]. Rock and Soil Mechanics, 2019, 40(3): 843-851.
[9] LI Xin, LIU En-long, HOU Feng, . A creep constitutive model for frozen soils considering the influence of temperature [J]. Rock and Soil Mechanics, 2019, 40(2): 624-631.
[10] SUN Qian-cheng, ZHENG Min-zong, LI Shao-jun, GUO Hao-sen, CHENG Yuan, PEI Shu-feng, JIANG Quan, . Variation characteristics and determination of tunnel relaxation depth of columnar jointed rock mass [J]. Rock and Soil Mechanics, 2019, 40(2): 728-736.
[11] YANG Wen-bao, WU Qi, CHEN Guo-xing, . Dynamic shear modulus prediction method of undisturbed soil in the estuary of the Yangtze River [J]. Rock and Soil Mechanics, 2019, 40(10): 3889-3896.
[12] SONG Hong-fang, YUE Zu-run, LI Bai-lin, ZHANG Song, . Thermal insulation and strengthening properties of anti-frost heaving subgrade structure of the high-speed railway in seasonally frozen soil region [J]. Rock and Soil Mechanics, 2019, 40(10): 4041-4048.
[13] ZHENG Gang, LI Qing-han, HA Da, CHENG Xue-song, . Study of stress state and settlement induced by pressure relief of confined aquifers in Tianjin [J]. Rock and Soil Mechanics, 2018, 39(S2): 285-294.
[14] MA Xian-chun, LUO Gang, DENG Jian-hui, SHANGGUAN Li, . Study of anchorage depth of anti-sliding piles for steep-sliding accumulation landslides [J]. Rock and Soil Mechanics, 2018, 39(S2): 157-168.
[15] WANG Bing-long, MEI Zhen, XIAO Jun-hua. Experimental study of subgrade reinforcement and diseases treatment by geocell [J]. , 2018, 39(S1): 325-332.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WANG Gang, LI Shu-cai, WANG Ming-bin. Study of stability of anchoring jointed rockmass under seepage pressure[J]. , 2009, 30(9): 2843 -2849 .
[2] LIU Yu-cheng,CAO Shu-gang,LIU Yan-bao. Discussion on some time functions for describing dynamic course of surface subsidence due to mining[J]. , 2010, 31(3): 925 -931 .
[3] JIE Yu-xin, YANG Guang-hua. Modification of elastoplastic models based on generalized potential theory[J]. , 2010, 31(S2): 38 -42 .
[4] YANG Jian-min, ZHENG Gang. Classification of seepage failures and opinion to formula for check bursting instability in dewatering[J]. , 2009, 30(1): 261 -264 .
[5] ZHOU Hua,WANG Guo-jin1,,FU Shao-jun,ZOU Li-chun,CHEN Sheng-hong. Finite element analysis of foundation unloading and relaxation effects of Xiaowan Arch Dam[J]. , 2009, 30(4): 1175 -1180 .
[6] YE Fei, ZHU He-hua, HE Chuan. Back-filled grouts diffusion model and its pressure to segments of shield tunnel[J]. , 2009, 30(5): 1307 -1312 .
[7] CHEN Lin, ZHANG Yong-xing, RAN Ke-xin. A method for calculating active earth pressure considering shear stress[J]. , 2009, 30(S2): 219 -223 .
[8] LUO Qiang , WANG Zhong-tao , LUAN Mao-tian , YANG Yun-ming , CHEN Pei-zhen. Factors analysis of non-coaxial constitutive model’s application to numerical analysis of foundation bearing capacity[J]. , 2011, 32(S1): 732 -0737 .
[9] WANG Yun-Gang ,ZHANG Guang ,HU Qi. Study of force characteristics of battered pile foundation[J]. , 2011, 32(7): 2184 -2190 .
[10] GONG Wei-ming, HUANG Ting, DAI Guo-liang. Experimental study of key parameters of high piled foundation for offshore wind turbine[J]. , 2011, 32(S2): 115 -121 .