›› 2007, Vol. 28 ›› Issue (1): 163-168.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Technology of protection and reinforcement for observation platform in Ruins of Jiaohe

SUN Man-li1, WANG Xu-dong1, 2, LI Zui-xiong1, 2, LIANG Shou-yun1, ZHANG Lu2   

  1. 1. College of Earth and Environment Sciences, Lanzhou University, Lanzhou 730000, China) 2. Dunhuang Academy, Dunhuang 736200, China
  • Received:2005-03-23 Online:2007-01-10 Published:2013-08-28

Abstract: The Ruins of Jiaohe is a national major preservation unit of cultural relic. As an ancient earthen city site, it is more intact and biggest in the world currently. The Observation Platform is a major and typical building in the Ruins of Jiaohe. The primary damages of the Observation Platform include surface weathering, unstable roof of cave and many crannies. Based on analysis of the damages forming, some key techniques of protection and reinforcement of earthen site have been studied. It is suggested that when the depth of base recess is less than 30 % the width of the block and is very smaller than thickness of cantilever block, it should not be repaired and only used the method for preventing surface weathering. With bamboo-wood anchor and PS-C grouting, the anchoring unit power of wood can be adopted 5 kN/ m by test. NATW, the technique for reinforcing the roof of cave, can acquire effective result for preserving its appearance. In the arid region of western China, when applying PS material to reinforce ancient earth-structure sites and prevent the surface weathering, we should adopt low density (smaller 5 %) of the PS, and the method of many times penetrating. The number of permeating should not be less than 3 times in windward side, and should amount to 4-5 times in leeward side. The reasonable working-time needs choice. By the examination of engineering practices, ideal result has been obtained after applying these protective techniques.

Key words: Ruins of Jiaohe, reinforcement, PS material, bamboo-wood anchor, immature earthen site

CLC Number: 

  • TU 2
  • 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] LI Xiu-lei, LI Jin-feng, SHI Jian-yong, . Elastoplastic constitutive model for municipal solid waste considering the effect of fibrous reinforcement [J]. Rock and Soil Mechanics, 2019, 40(5): 1916-1924.
[2] LIU Fang-cheng, WU Meng-tao, YANG Jun, . Experimental study of strength characteristics of geogrid reinforced rubber sand mixtures [J]. Rock and Soil Mechanics, 2019, 40(2): 580-591.
[3] LI Lin, LI Jing-pei, SUN De-an, GONG Wei-bing , . Nonlinear load-settlement analysis of pile groups considering pile installation effects [J]. Rock and Soil Mechanics, 2019, 40(2): 668-677.
[4] CHENG Hua, PENG Shi-long, RONG Chuan-xin, Sun Ze-hui, . Numerical simulation and engineering application of grouting reinforcement for surrounding rocks of chamber in deep of 1 000 m by L-shaped boreholes [J]. Rock and Soil Mechanics, 2018, 39(S2): 274-284.
[5] ZHANG Yu-fang, YUAN Kun,. Experimental study and application of anchor performance of a new type anchor cable with double anchor [J]. , 2018, 39(S1): 461-468.
[6] CHEN Fu-quan, LAI Feng-wen, LI Da-yong. State of the art in research of geosynthetic-reinforced embankment overlying voids [J]. , 2018, 39(9): 3362-3376.
[7] XU Peng, JIANG Guan-lu, QIU Jun-jie, LIN Zhan-zhan, WANG Zhi-meng,. Limit analysis on yield acceleration and failure model of reinforced soil retaining walls using two-wedge method [J]. , 2018, 39(8): 2765-2770.
[8] ZHOU Fen, LIANG Qiang, DU Yun-xing. Influences of single unbonded prestressed steel bar on mechanical properties of reinforced body [J]. , 2018, 39(7): 2442-2450.
[9] ZHU Shun-ran, XU Chao, DING Jin-hua,. Laminated shear test of geotextile-sand interface [J]. , 2018, 39(5): 1775-1780.
[10] NIU Ting-ting, LIU Han-long, DING Xuan-ming, CHEN Yun-min,. Piled embankment model test on vibration characteristics under high-speed train loads [J]. , 2018, 39(3): 872-880.
[11] LI Tao, XU Nu-wen, DAI Feng, LI Tian-bin, FAN Yi-lin, LI Biao,. Stability analysis of left bank abutment slope at Baihetan hydropower station subjected to excavation [J]. , 2018, 39(2): 665-674.
[12] WANG Shuai-shuai, GAO Bo, FAN Kai-xiang, SHEN Yu-sheng, ZHANG Tao,. Damping mechanism of shallow cylindrical parallel tunnel with grouting reinforcement zone [J]. , 2018, 39(2): 683-690.
[13] XU Peng, JIANG Guan-lu, HU Yao-fang , REN Shi-jie, WANG Zhi-meng, . Calculation of fundamental frequencies of reinforced retaining walls with full-height rigid facing [J]. Rock and Soil Mechanics, 2018, 39(12): 4475-4481.
[14] ZHANG Mei-zhu, JIANG Quan, WANG Xue-liang, FENG Xia-ting, ZHONG Shan, LIU Chang, . Triaxial compression test and strengthening mechanism analysis of cracked marble specimens with bolting-grouting reinforcement [J]. , 2018, 39(10): 3651-3660.
[15] WEI Li, CHAI Shou-xi, JIANG Yu-bo,. Effects of salt content and reinforcement mode on compression properties of fiber reinforced stabilized soil [J]. , 2017, 38(S2): 210-216.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] JIA Qiang,ZHANG Xin. Numerical analysis of slab underpinning construction in development of underground space[J]. , 2010, 31(6): 1989 -1994 .
[2] FU Ce-jian. Experimental study of mechanical properties of saline silt[J]. , 2010, 31(S1): 193 -197 .
[3] LIU Ming-gui,LIU Shao-bo,ZHANG Guo-hua. Application of general-purpose computation on GPUs to geotechnical engineering[J]. , 2010, 31(9): 3019 -3024 .
[4] LI Xiong-wei, KONG Ling-wei, GUO Ai-guo. Field response characteristic test of expansive soil engineering behavior under effect of atmosphere[J]. , 2009, 30(7): 2069 -2074 .
[5] SONG Yong-jun , HU Wei , WANG De-sheng , ZHOU Jun-lin. Analysis of squeezing effect of compaction piles based on modified Cam-clay model[J]. , 2011, 32(3): 811 -814 .
[6] LU Tao, WANG Kong-wei, LI Jian-lin. Study of failure mode of sandstone under reservoir water pressures[J]. , 2011, 32(S1): 413 -0418 .
[7] ZHANG Lei , GONG Xiao-nan , YU Jian-lin. Analysis of deformation and internal force for single pile under combined vertical and lateral loads considering yielding of soil[J]. , 2011, 32(8): 2441 -2445 .
[8] WEI Ming-yao, WANG En-yuan, LIU Xiao-fei, WANG Chao. Numerical simulation of rockburst prevention effect by blasting pressure relief in deep coal seam[J]. , 2011, 32(8): 2539 -2543 .
[9] WANG Bo , HE Chuan , WU De-xing , GENG Ping. Inverse analysis of in-situ stress field of Cangling super-long highway tunnel[J]. , 2012, 33(2): 628 -634 .
[10] CHEN Yi-jun , XUE Qiang , SUN Ke-ming , ZHAO Ying , WAN Yong . A mathematical model for rainfall erosion of steep soil slope and its solution[J]. , 2012, 33(5): 1579 -1584 .