›› 2009, Vol. 30 ›› Issue (S2): 232-234.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Stage model analysis of progress of saline soil’ chemical subsuface erosion dissolve settlement

GENG He-liang, YANG Cheng-bin   

  1. Institute of Architectural Design, Hefei University of Technology, Hefei 230009, China
  • Received:2009-08-18 Online:2009-08-10 Published:2011-06-21

Abstract:

The process of the chemical subsurface erosion dissolve settlement of the saline soil is divided into three states and two stages; of and the interrelation of the physical parameters of saline soils is summarized. Through analyzing this relationship, the key stage which the dissolve settlement happened is known. The quantitative relations about the coefficients of the saline soil’s dissolve settlement and the soil’s physical parameter are derived. The result is that the void ratio, the salt quality, the form of the soil structure are important factors effecting the dissolve settlement of saline soils.

Key words: saline soil, coefficients of dissolve settlement, chemical subsurface erosion, three states and two stages

CLC Number: 

  • TU 443
[1] WANG Li-ye, ZHOU Feng-xi, QIN Hu, . Fractional creep model and experimental study of saturated saline soil [J]. Rock and Soil Mechanics, 2020, 41(2): 543-551.
[2] LÜ Qing-feng, ZHOU Gang, WANG Sheng-xin, HUO Zhen-sheng, MA Bo, . Microstructure characteristics of solidified saline soil based on nuclear magnetic resonance [J]. Rock and Soil Mechanics, 2019, 40(1): 245-249.
[3] CAO Ya-peng, WEN Tao, MI Hai-zhen, ZHOU Feng-xi, YANG Peng,. Salt expansion properties of sulfate saline soils under one time decrease of water content [J]. , 2018, 39(3): 881-888.
[4] YUE Hao-miao, HUANG Jian-ming, WEN Tao, MI Hai-zhen,. Experimental study of foundation treatment of sulphate saline sandy soil using heavy cover replacement technique [J]. , 2017, 38(2): 471-478.
[5] YANG Peng, ZHU Yan-peng, CAO Ya-peng1, MI Hai-zhen1. Experiment of salt expansion behavior for coarse saline soil containing sulphate due to drying [J]. , 2017, 38(10): 2909-2915.
[6] JIANG Yu-bo, CHAI Shou-xi, WEI Li, ZHENG Jiao-jiao. Effect of four factors on compressive property of fiber-saline soil [J]. , 2016, 37(S1): 233-239.
[7] Lü Qing-feng , SHEN Bei , WANG Sheng-xin , MENG Hui-fang , CHANG Cheng-rui,. Strength characteristics and solidification mechanism of sulphate salty soil solidified with sodium silicate [J]. , 2016, 37(3): 687-693.
[8] WEN Tao , MI Hai-zhen , MA Lian-sheng , YING Sai吗,. Experiment and evaluation of compaction characteristics of sodium sulfate saline soil [J]. , 2016, 37(12): 3455-3462.
[9] LIAO Xiao-lan , YANG Jiu-jun , ZHANG Lei , ZHANG Bao-lian , LIANG Chao,. An experimental study of acrylamide polymerized solidification of saline soil [J]. , 2015, 36(8): 2216-2222.
[10] WEN Tao,MI Hai-zheng,YANG Peng,YING Sai,WANG Yue-li. An experimental study of the compaction characteristics of sulfate saline soil [J]. , 2015, 36(7): 1945-1952.
[11] SUN De-an , ZHANG Jin-yi , SONG Guo-seng . Experimental study of soil-water characteristic curve of chlorine saline soil [J]. , 2013, 34(4): 955-960.
[12] CHAI Shou-xi,WANG Pei,WANG Xiao-yan. Effect of reinforcing range and cross section of wheat straw on shear strength of reinforced soil [J]. , 2013, 34(1): 123-127.
[13] FENG Rui-ling ,WANG Peng-cheng ,WU Li-jian. Discussion on calculation method of salt dilating and frost-heave deformation occurred in sulphate saline soil subgrade [J]. , 2012, 33(1): 238-242.
[14] BING Hui , HE Ping. Experimental study of water and salt redistributions of saline soil with different freezing modes [J]. , 2011, 32(8): 2307-2312.
[15] LI Min,CHAI Shou-xi,WANG Xiao-yan,WEI Li. Examination of reinforcement effect on basis of strength increment of reinforced saline soil with wheat straw and lime [J]. , 2011, 32(4): 1051-1056.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] TAO Gan-qiang, YANG Shi-jiao, REN Feng-yu. Experimental research on granular flow characters of caved ore and rock[J]. , 2009, 30(10): 2950 -2954 .
[2] ZHANG Wen-jie,CHEN Yum-min. Pumping tests and leachate drawdown design in a municipal solid waste landfill[J]. , 2010, 31(1): 211 -215 .
[3] 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 .
[4] 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 .
[5] 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 .
[6] 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 .
[7] 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 .
[8] 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 .
[9] 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 .
[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 .