›› 2011, Vol. 32 ›› Issue (S1): 630-0635.

• Geotechnical Engineering • Previous Articles     Next Articles

Experimental study of infrared imaging technology detecting earthen ruins soil reinforced by potassium silicate(PS)

WANG Tong-rui1, ZHANG De-xuan1, WANG Xu-dong2, GUO Qing-lin2   

  1. 1. Department of Civil Engineering, Shanghai Jiaotong University, Shanghai 200240, China; 2. Conservation Institute of Dunhuang Academy, Dunhuang, Gansu 736200, China
  • Received:2010-06-23 Online:2011-05-15 Published:2011-05-16

Abstract: As a new type of newly arisen nondestructive testing technology, the conduction of infrared imaging technique is based on changes of the objects’ temperature field, which is widely used in the detection of objects’ structure state, properties, internal defects, etc. at present. In order to explore nondestructive testing method for potassium silicate(PS) reinforced earthen ruins soil, adopting the disturbed soil collected from site of Jiaohe Ruins to make soil models, halves of which are reinforced by 10% PS; and the others are untreated. And to keep the PS reinforced soil models standing for 30 d under the condition of room temperature until being naturally air-dried. And then, a laboratory model test detecting the reinforcement effect of PS through infrared imaging is conducted. It is shown that the PS hinders the heat transfer process of soil; besides, there is difference in the infrared thermal images for the PS reinforced soil and the PS untreated soil, which provides a possible method to carry out the non-destructive inspection of the reinforcement effect for earthen ruins soil. Finally, field test that micro-penetrometer detected the PS reinforcement effect and the determination test of the thermal conductivity are conducted; and the test results show that the reason for the difference in the heat conduction performance of the reinforced soil and the untreated soil is that PS reinforcement decreases the thermal conductivity and enhances the mechanical strength of earthen ruins soil

Key words: infrared imaging technique, temperature field, potassium silicate (PS) materials, earthen ruins, thermal conductivity, micro-penetromete

CLC Number: 

  • R 445
[1] XU Yun-shan, SUN De-an, ZENG Zhao-tian, LÜ Hai-bo, . Temperature effect on thermal conductivity of bentonites [J]. Rock and Soil Mechanics, 2020, 41(1): 39-45.
[2] TAN Yun-zhi, PENG Fan, QIAN Fang-hong, SUN De-an, MING Hua-jun, . Optimal mixed scheme of graphite-bentonite buffer material [J]. Rock and Soil Mechanics, 2019, 40(9): 3387-3396.
[3] LIU Wei-jun, ZHANG Jin-xun, SHAN Ren-liang, YANG Hao, LIANG Chen, . Experiments on temperature field of multi-row-pipe partial horizontal freezing body in Beijing sand-gravel stratum under seepage [J]. Rock and Soil Mechanics, 2019, 40(9): 3425-3434.
[4] REN Lian-wei, KONG Gang-qiang, HAO Yao-hu, LIU Han-long, . Study of soil comprehensive thermal conductivity coefficient based on field test of energy pile [J]. Rock and Soil Mechanics, 2019, 40(12): 4857-4864.
[5] XU Yun-shan, SUN De-an, ZENG Zhao-tian, LÜ Hai-bo, . Experimental study on aging effect on bentonite thermal conductivity [J]. Rock and Soil Mechanics, 2019, 40(11): 4324-4330.
[6] XIE Jing-li, MA Li-ke, GAO Yu-feng, CAO Sheng-fei, LIU Yue-miao. Thermal conductivity of mixtures of Beishan bentonite and crushed granite [J]. , 2018, 39(8): 2823-2828.
[7] ZHANG Pei-ran, HUANG Xue-feng, YANG Xiao-hui, LIU Zi-long, ZHU Zhong-hua,. Experiment on coupling effect of water and thermal field and salt-expansion deformation of salty soil [J]. , 2018, 39(5): 1619-1624.
[8] ZHANG Yu-wei, XIE Yong-li, LI You-yun, LAI Jin-xing,. A frost heave model based on space-time distribution of temperature field in cold region tunnels [J]. , 2018, 39(5): 1625-1632.
[9] CHEN Zhi-xiang, LI Shun-qun, XIA Jin-hong, ZHANG Xun-cheng, GUI Chao,. Calculation of frozen soil thermal parameters considering unfrozen water content [J]. , 2017, 38(S2): 67-74.
[10] REN Jian-xi, SUN Jie-long, ZHANG Kun, WANG Jiang, WANG Dong-xing. Mechanical properties and temperature field of inclined frozen wall in water-rich sand stratum [J]. , 2017, 38(5): 1405-1412.
[11] YE Wan-jun, DONG Xi-hao, YANG Geng-she, CHEN Qiang, PENG rui-qi, LIU Kuan. Effect of moisture content and dry density on thermal parameters of loess [J]. , 2017, 38(3): 656-662.
[12] SHI Rong-jian, YUE Feng-tian, ZHANG Yong, LU Lu, . Model test on freezing reinforcement for shield junction Part 1: Distribution characteristics of temperature field in soil stratum during freezing process [J]. , 2017, 38(2): 368-376.
[13] SHU Cai, WANG Hong-tu, SHI Feng, HU Guo-zhong ,. A fully coupled thermal-hydrological-mechanical model for gas seepage based on binary-energy-state heat theory [J]. , 2017, 38(11): 3197-3204.
[14] DONG Xi-hao, YE Wan-jun, YANG Geng-she, WU Di, SHEN Yan-jun, LIU Hui,. Experimental study of influence of temperature on thermal properties of loess [J]. , 2017, 38(10): 2888-2894.
[15] SHEN Yan-jun,YANG Geng-she,RONG Teng-long,LIU Hui. Analysis of evolution of temperature field and frost heaving in hard rock with surface cracks under low temperature environment [J]. , 2016, 37(S1): 521-529.
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 En-long. Breakage mechanics for geomaterials: Breakage mechanism of structural blocks and binary-medium model[J]. , 2010, 31(S1): 13 -22 .
[3] JIE Yu-xin, YANG Guang-hua. Modification of elastoplastic models based on generalized potential theory[J]. , 2010, 31(S2): 38 -42 .
[4] ZHANG Bo, Li Shu-cai, YANG Xue-ying, WANG Xi-ping. Research on seismic wave input with three-dimensional viscoelastic artificial boundary[J]. , 2009, 30(3): 774 -778 .
[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] SHI Chong , XU Wei-ya , ZHANG Yu , LI De-liang , LIU He. Study of dynamic parameters for talus deposit based on model of cellular automata[J]. , 2011, 32(6): 1795 -1800 .
[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 .