›› 2010, Vol. 31 ›› Issue (8): 2378-2382.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Testing study of freezing-thawing strength of unsaturated undisturbed loess considering influence of moisture content

Wang Tie-hang, Luo Shao-feng, Liu Xiao-jun   

  1. College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055,China
  • Received:2009-04-15 Online:2010-08-10 Published:2010-08-30

Abstract:

A steaming humidifying method is proposed for humidifying unsaturated undisturbed loess sample; and the testing steps and testing parameters are given. The effectiveness of this method is verified by checking whether the distribution of moisture is uniform and whether the soil density has changed. The measured results of moisture content show that the results from microwave oven method meet the required precision; but the results from alcohol burning method have greater error at higher moisture contents. Strength index for unsaturated soil after freezing and thawing is measured on undisturbed soil samples with different moisture contents obtained by using the steaming humidifying method. The results reveal that the freezing and thawing effect has no influence on the cohesion of loess when the moisture content of unsaturated undisturbed loess sample is very low. However, when the moisture content is higher, the cohesion of loess decreases after freezing and thawing, the lower the freezing temperature and the more freezing-thawing cycles, the greater the decrease in cohesion. The internal friction angle of loess increases after freezing and thawing, the lower the freezing temperature, the greater the increase in internal friction angle. The internal friction angle has almost no change after freezing-thawing cycles when the moisture content is low. When the moisture content is higher, the more freezing-thawing cycles are, the greater the increase in internal friction angle is.

Key words: loess, moisture content, unsaturated soil, strength

CLC Number: 

  • TU43
[1] TU Yuan, WANG Kui-hua, ZHOU Jian, HU An-feng, . Application of effective stress method and effective consolidation stress method for strength calculation in preloading ground [J]. Rock and Soil Mechanics, 2020, 41(2): 645-654.
[2] CHENG Hao, TANG Hui-ming, WU Qiong, LEI Guo-ping, . An elasto-plasticity extended Cam-clay model for unsaturated soils using explicit integration algorithm in FEM with hydraulic hysteresis [J]. Rock and Soil Mechanics, 2020, 41(2): 676-686.
[3] LI Jian, CHEN Shan-xiong, YU Fei, JIANG Ling-fa, DAI Zhang-jun. Discussion on mechanism of reinforcing high and steep slope with prestressed anchor cable [J]. Rock and Soil Mechanics, 2020, 41(2): 707-713.
[4] CHENG Tao, YAN Ke-qin, HU Ren-jie, ZHENG Jun-jie, ZHANG Huan, CHEN He-long, JIANG Zhi-jie, LIU Qiang, . Analytical method for quasi-two-dimensional plane strain consolidation problem of unsaturated soil [J]. Rock and Soil Mechanics, 2020, 41(2): 453-460.
[5] FAN Ke-wei, LIU Si-hong, LIAO Jie, FANG Bin-xin, WANG Jian-lei, . Experimental study on shearing characteristics of pebbles-filled soilbags [J]. Rock and Soil Mechanics, 2020, 41(2): 477-484.
[6] LIU Jia-shun, WANG Lai-gui, ZHANG Xiang-dong, YANG Jian-jun, SUN Jia-bao, . An asymptotic state constitutive model for saturated clay under partial drainage [J]. Rock and Soil Mechanics, 2020, 41(2): 485-491.
[7] FANG Jin-jin, FENG Yi-xin, WANG Li-ping, YU Yong-qiang, . Effective stress yielding behavior of unsaturated loess under true triaxial conditions [J]. Rock and Soil Mechanics, 2020, 41(2): 492-500.
[8] DENG Zi-qian, CHEN Jia-shuai, WANG Jian-wei, LIU Xiao-wen, . Constitutive model and experimental study of uniform yield surface based on SFG model [J]. Rock and Soil Mechanics, 2020, 41(2): 527-534.
[9] LI Xiao-xuan, LI Tao, PENG Li-yun, . Elastoplastic two-surface model for unsaturated cohesive soils under cyclic loading with controlled matric suction [J]. Rock and Soil Mechanics, 2020, 41(2): 552-560.
[10] WANG feng, ZHANG Jian-qing, . Study of breakage behaviour of original rockfill materials considering size effect on particle strength [J]. Rock and Soil Mechanics, 2020, 41(1): 87-94.
[11] LI Xiao-gang, ZHU Chang-qi, CUI Xiang, ZHANG Po-yu, WANG Rui, . Experimental study of triaxial shear characteristics of carbonate mixed sand [J]. Rock and Soil Mechanics, 2020, 41(1): 123-131.
[12] ZHENG Kun, MENG Qing-shan, WANG Ren, YU Ke-fu, . Experimental study of acoustic emission characteristics of coral skeleton limestone under triaxial compression [J]. Rock and Soil Mechanics, 2020, 41(1): 205-213.
[13] XIA Kun, DONG Lin, PU Xiao-wu, LI Lu. Earthquake response characteristics of loess tableland [J]. Rock and Soil Mechanics, 2020, 41(1): 295-304.
[14] HE Peng-fei, MA Wei, MU Yan-hu, HUANG Yong-ting, DONG Jian-hua, . Experimental analysis of interfacial shear behavior of loess-mortar block and construction of constitutive model [J]. Rock and Soil Mechanics, 2019, 40(S1): 82-90.
[15] ZHANG Chen-yang, CHEN Min, HU Ming-jian, WANG Xin-zhi, TANG Jian-jian, . Effect of fine particles content on shear strength of calcareous sand [J]. Rock and Soil Mechanics, 2019, 40(S1): 195-202.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] SHEN Yang, ZHOU Jian, GONG Xiao-nan, LIU Han-long. Experimental study of stress-strain properties of intact soft clay considering the change of principal stress direction[J]. , 2009, 30(12): 3720 -3726 .
[2] LI Li-ping, LI Shu-cai, ZHANG Qing-song. Study of mechanism of water inrush induced by hydraulic fracturing in karst tunnels[J]. , 2010, 31(2): 523 -528 .
[3] ZHANG Wen, WANG Ze-wen, LE Li-hua. A mathematical model of nuclide migration and its inverse analysis in dual media[J]. , 2010, 31(2): 553 -558 .
[4] HU Ya-yuan. Determination of unloading time based on EVP model[J]. , 2010, 31(6): 1827 -1832 .
[5] ZHANG Ding-wen, HAN Wen-jun, LIU Song-yu. Mechanism of cylindrical cavity expansion under anisotropic initial stress state[J]. , 2010, 31(S2): 104 -108 .
[6] LI Ke-gang, HOU Ke-peng, LI Wang. Research on influences of factors dynamic weight on slope stability[J]. , 2009, 30(2): 492 -496 .
[7] HONG Yong, SUN Tao, LUAN Mao-tian, ZHENG Xiao-yu, WANG Fa-wu. Development and application of geotechnical ring shear apparatus: an overview[J]. , 2009, 30(3): 628 -633 .
[8] ZHANG Qian-bing, ZHU Wei-shen, LI Yong, SUN Lin-feng, ZHANG Lei. Design of mini multipoint extensometer in geomechanical model test of cavern group and its application[J]. , 2011, 32(2): 623 -628 .
[9] ZHANG Hu-yuan ,ZHAO Tian-yu ,WU Jun-rong ,YAN Geng-sheng ,FENG Lei. Laboratory measurement and prediction to the permeability of bentonite-modified loess as a landfill liner[J]. , 2011, 32(7): 1963 -1969 .
[10] LI Jing-shuang, HOU Yu-jing, XU Ze-ping, LIANG Jian-hui, ZHANG Xue-dong, SONG Xian-hui. Centrifugal modeling of seismic response of free-field sand ground under horizontal and vertical earthquakes[J]. , 2011, 32(S2): 208 -214 .