›› 2007, Vol. 28 ›› Issue (S1): 79-84.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Tentative research on the consolidated Great Wall of Qin Dynasty at the Warring States

ZHAO Hai-ying1, 2, WANG Ren1, LI Zui-xiong2, 3, HAN Wen-feng2, CHEN Wen-wu2   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 2. The Cultural Relic Conservation Centre of Lanzhou University, Lanzhou 730000,China; 3. Conservation Institute of Dunhuang Academy, Dunhuan 736200, China
  • Received:2007-03-26 Online:2007-10-25 Published:2014-03-28

Abstract: The Great Wall was announced as the first batch of key cultural relic unit under State Protections by State Department in 1961, and was listed as the world cultural heritage by UNESCO in 1987. And these constructions are humankind’s precious cultural heritage, and their valuable artistic value is rare worldwide. Through the compression test, the shear strength test and the infiltrate test, the results of test indicate that the compression strength and the shear strength increases with the PS material consistency and the reinforcement times, and that he PS meterials can be multiple application. At the same time, the results show that the 7 % PS materials is the best consistency to consolidating the soil of the Great Wall. In addition, the permeability coefficient of the reinforced sample decreases and the permeability meets the requirements of preservation of cultural relics. By a comprehensive analysis, the 3 %—5 % of PS is suitable for consolidating the wall whose dry density is 1.5—1.7 g•cm-3, but 5 %—7 % of PS is fit for consolidating the wall whose dry density is 1.3—1.50g•cm-3. In sum, the key to protecing ruins is choosing the suitable PS consistency material and consolidation times in order to enhancing penetrability of PS material. So this reinforced method could be effective in protecting the Great Wall of Qin Dinasty in the Warring States in Northwest China.

Key words: ancient sites, Great Wall, the ramming wall, consolidation, PS material

CLC Number: 

  • O 319.56
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] LIU Zhong-yu, CUI Peng-lu, ZHENG Zhan-lei, XIA Yang-yang, ZHANG Jia-chao. Analysis of one-dimensional rheological consolidation with flow described by non-Newtonian index and fractional-order Merchant’s model [J]. Rock and Soil Mechanics, 2019, 40(6): 2029-2038.
[2] YANG De-huan, YAN Rong-tao, WEI Chang-fu, PAN Xue-ying, ZHANG Qin, . A method for determining average intergranular stresses in saturated clays [J]. Rock and Soil Mechanics, 2019, 40(6): 2075-2084.
[3] GONG Wen-hui, ZHAO Xu-dong, QIU Jin-wei, LI Yi, YANG Han. Nonlinear analysis of one-dimensional consolidation of saturated clay including dead-weight effects and large strain [J]. Rock and Soil Mechanics, 2019, 40(6): 2099-2107.
[4] JIA Rui, LEI Hua-yang, . Experimental study of anisotropic consolidation behavior of Ariake clay [J]. Rock and Soil Mechanics, 2019, 40(6): 2231-2238.
[5] LUO Qing-zi, CHEN Xiao-ping, YUAN Bing-xiang, FENG De-luan, . Deformation behavior and consolidation model of soft soil under flexible lateral constraint [J]. Rock and Soil Mechanics, 2019, 40(6): 2264-2274.
[6] WANG Peng-fei, TAN Wen-hui, MA Xue-wen, LI Zi-jian, LIU Jing-jun, WU Yang-fan, . Relationship between strength parameter and water content of fault gouge with different degrees of consolidation [J]. Rock and Soil Mechanics, 2019, 40(5): 1657-1662.
[7] PU He-fu, SONG Ding-bao, ZHENG Jun-jie, ZHOU Yang, YAN Jing, LI Zhan-yi. Non-linear self-weight consolidation model of saturated soft soil under large-strain condition [J]. Rock and Soil Mechanics, 2019, 40(5): 1683-1692.
[8] TONG Li-hong, WANG Jue, GUO Sheng-gen, ZHU Huai-long, XU Chang-jie, . One-dimensional consolidation characteristics of viscoelastic foundation with continuous drainage boundary under time- dependent loading [J]. Rock and Soil Mechanics, 2019, 40(5): 1862-1868.
[9] TANG Xiao-wu, YANG Xiao-qiu, YU Yue. Analytical solutions to drained consolidation of porous pipe pile [J]. Rock and Soil Mechanics, 2019, 40(4): 1248-1254.
[10] LI Xin-ming, KONG Ling-wei, GUO Ai-guo, . Stress-strain behavior of expansive soil under K0 condition with different unloading rates [J]. Rock and Soil Mechanics, 2019, 40(4): 1299-1306.
[11] JIN Dan-dan, WANG Su, LI Chuan-xun. Analysis of consolidation of natural heterogeneous soils with a threshold hydraulic gradient [J]. Rock and Soil Mechanics, 2019, 40(4): 1433-1440.
[12] ZHENG Li-ming, ZHANG Yang-yang, LI Zi-feng, MA Ping-hua, YANG Xin-jun, . Analysis of seepage changes during poroelastic consolidation process with porosity and pressure variation under low-frequency vibration [J]. Rock and Soil Mechanics, 2019, 40(3): 1158-1168.
[13] ZHENG Dong, HUANG Jin-song, LI Dian-qing, . An approach for predicting embankment settlement by integrating multi-source information [J]. Rock and Soil Mechanics, 2019, 40(2): 709-719.
[14] YAO Zhi-hua, CHEN Zheng-han, FANG Xiang-wei, HUANG Xue-feng, . Elastoplastic damage seepage-consolidation coupled model of unsaturated intact loess and its application [J]. Rock and Soil Mechanics, 2019, 40(1): 216-226.
[15] ZHANG Lei, LIU Hui, WANG Tie-hang. Shear tests on loess-concrete interface under consolidation and unconsolidation conditions [J]. Rock and Soil Mechanics, 2018, 39(S2): 238-244.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WANG Zhao-yang, XU Qiang, NI Wan-kui. Study of undisturbed loess stress-strain relation during CT test[J]. , 2010, 31(2): 387 -391 .
[2] YAN Tie, LI Wei, BI Xue-liang. Research on effective stress model in porous media based on fractal method[J]. , 2010, 31(8): 2625 -2629 .
[3] GONG Jian-wu, XIA Cai-chu, ZHU He-hua, TANG Ying. Optimal analysis of construction schemes for Heshang small-space tunnels with large section[J]. , 2009, 30(1): 236 -240 .
[4] LIU Jia, WANG Dong. Tension resistance and suction of plate anchor foundation in normally consolidated clay[J]. , 2009, 30(3): 735 -740 .
[5] CAI Ke-jian. Dynamic response of pile foundation under horizontal resonant vibratory loads[J]. , 2009, 30(5): 1504 -1508 .
[6] XIN Hai-li,SUN Qi-cheng,LIU Jian-guo,JIN Feng. Evolution of force chains in a granular assembly based on indentation test[J]. , 2009, 30(S1): 88 -92 .
[7] LONG Wan-xue, CHEN Kai-sheng, XIAO Tao, PENG Xiao-ping. Research of general triaxial test for unsaturated red clay[J]. , 2009, 30(S2): 28 -33 .
[8] ZHOU Yang, ZHOU Guo-qing. Semi-analytical solution for temperature field of one-dimensional soil freezing problem[J]. , 2011, 32(S1): 309 -0313 .
[9] ZHAO Yue-tang, LIN Jia-wei, SHI Lei. Research of spalling under impulse loading[J]. , 2011, 32(S2): 122 -126 .
[10] ZHOU Jian-wu ,LOU Xiao-ming. Analysis of soil heave due to pile-sinking with pre-drilling in soft clay[J]. , 2011, 32(9): 2839 -2844 .