›› 2004, Vol. 25 ›› Issue (12): 2017-2022.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study of deformation curve of municipal domestic refuse in Wuhan

YAN Shu1,2 ,WU Wen1,XU Song-lin3,FEN Qi-lin4, BAI Si-wei1   

  1. 1.Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, Cnina;2. Guangzhou Taiji Engineering Co. Ltd, Guangzhou 510507, China; 3. Department of Modern Mechanics,University of Science and Technology of China, Hefei 230026;China; 4. Wuhan Academy of Environment Sanitation Science, Wuhan 430015, China
  • Received:2004-02-09 Online:2004-12-10 Published:2014-08-19

Abstract: Sanitary landfill will be used the mostly method for municipal domestic refuse disposal in China. The deformation mechanism of municipal domestic refuse is complicated and is differ from the traditional soil. In this paper, the press condition of municipal domestic refuse will be simulated by plate loading test. Base on analyzing the deformation curve of 1991-2003 municipal domestic refuse in Wuhan, the deformation mechanism of municipal domestic refuse is searched after.

Key words: municipal domestic refuse, plate loading test , deformation mechanism

CLC Number: 

  • TU 449
  • 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] XU Nian-chun, WU Tong-qing, PI Hai-yang, YOU Lei, WU Yue,. Inversion of shear strength of soil based on flexible bearing plate loading test [J]. , 2018, 39(S1): 227-234.
[2] XU Nian-chun, WU Tong-qing, FENG Qiao-mu, WANG Kui, SHAO Wei-feng,. Research on flexible bearing plate test for deformation modulus of soil [J]. , 2017, 38(S1): 496-700.
[3] WANG Xin-zhi, WANG Xing, LIU Hai-feng, MENG Qing-shan, ZHU Chang-qi,. Field test study of engineering behaviors of coral reef foundation [J]. , 2017, 38(7): 2065-2070.
[4] TANG Zhen, HUANG Mao-song, YUAN Ju-yun, . Upper bound analysis of basal stability of excavations based on continuous velocity fields [J]. , 2017, 38(3): 833-839.
[5] WANG Hui-chang, WANG Bin, JIANG Ren-gui, WANG Cai-lian, ZHANG Hua,. Maximum settlement calculation of rigid-pile composite foundation by method of compression of cushion between pile top and foundation [J]. , 2016, 37(S2): 442-448.
[6] PENG You-jun , YUE Dong , PENG Bo , AN Yu-fang,. Research on bearing capacity of Angola Quelo sand strata [J]. , 2014, 35(S2): 332-337.
[7] JIANG Jing-shan , CHENG Zhan-lin , ZUO Yong-zhen , DING Hong-shun,. CT triaxial rheological test on coarse-grained soils [J]. , 2014, 35(9): 2507-2514.
[8] LU Li-xue, CHI Shi-chun. Threshold strain study of dynamic Bouc-Wen model for soils [J]. , 2014, 35(5): 1311-1316.
[9] LIU Jian-you , ZHAO Yong , LI Peng-fei . Study of size effect of deformation of rockmass surrounding tunnel [J]. , 2013, 34(8): 2165-2173.
[10] XIAO Shi-rong , LU Shu-sheng , GUAN Hong-fei , SONG Gui-lin,. Study of geomechanical model of Liangshuijing landslide in Three Gorges Reservoir area [J]. , 2013, 34(12): 3534-3542.
[11] NI Wei-da , TANG Hui-ming , HU Xin-li , WU Yi-ping , SU Ai-jun . Research on deformation and stability evolution law of Huangtupo riverside slump-mass No. I [J]. , 2013, 34(10): 2961-2970.
[12] YANG Guang-hua WANG Jun-hui. Application of undisturbed soil tangent modulus method for computing nonlinear settlement of soil foundation [J]. , 2011, 32(S1): 33-37.
[13] ZHOU De-quan , LI Chuan-xi , YANG Fan , FU Yu-fen. Experimental comparison study of vertical deformation behavior of rock mass with voids and concrete filled solution cave [J]. , 2011, 32(5): 1309-1314.
[14] BAI Wei, KONG Ling-wei, GUO Ai-guo, WAN Zhi. Research on distribution characteristics of bearing capacities and deformation parameters of laterite ground [J]. , 2010, 31(S2): 164-169.
[15] WANG Sheng-xin, LU Yong-xiang, YIN Ya-xiong, GUO Ding-yi. Experimental study of collapsiblity of gravel soil [J]. , 2010, 31(8): 2373-2377.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LU Zu-de, CHEN Cong-xin, CHEN Jian-sheng, TONG Zhi-yi, ZUO Bao-cheng. Field shearing test for heavily weathered hornstone of Three Phase Project of Ling'ao Nuclear Power Station[J]. , 2009, 30(12): 3783 -3787 .
[2] WANG Chuan-ying, HU Pei-liang, SUN Wei-chun. Method for evaluating rock mass integrity based on borehole camera technology[J]. , 2010, 31(4): 1326 -1330 .
[3] TAN Yun-zhi, KONG Ling-wei, GUO Ai-guo, WAN Zhi. Capillary effect of moisture transfer and its numerical simulation of compacted laterite soil[J]. , 2010, 31(7): 2289 -2294 .
[4] WANG Yun-gang, XIONG Kai, LING Dao-sheng. Upper bound limit analysis of slope stability based on translational and rotational failure mechanism[J]. , 2010, 31(8): 2619 -2624 .
[5] LONG Zhao,ZHAO Ming-hua,ZHANG En-xiang,LIU Jun-long. A simplified method for calculating critical anchorage length of bolt[J]. , 2010, 31(9): 2991 -2994 .
[6] LIU Wei-zheng,SHI Ming-lei,MIAO Lin-chang. Analysis of compressibility of structural soils based on disturbed state concept[J]. , 2010, 31(11): 3475 -3480 .
[7] DENG Zong-wei, LENG Wu-ming, LI Zhi-yong, YUE Zhi-ping. Finite element analysis of time effect for coupled problem of temperature and stress fields in slope supported by shotcrete[J]. , 2009, 30(4): 1153 -1158 .
[8] FANG Jing-nian, ZHOU Hui, HU Da-wei, SHAO Jian-fu, LIANG Yu-lei. Coupled elastoplastic-damage model for salt rock[J]. , 2011, 32(2): 363 -368 .
[9] JIANG Tong,WANG Wei,CUI Jiang-li,CHEN Xian-ting. Landslide forecast based on state vector method[J]. , 2009, 30(6): 1747 -1752 .
[10] WANG Hong-liang , FAN Peng-xian , WANG Ming-yang , LI Wen-pei , QIAN Yue-hong. Influence of strain rate on progressive failure process and characteristic stresses of red sandstone[J]. , 2011, 32(5): 1340 -1346 .