Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (2): 416-422.doi: 10.16285/j.rsm.2021.0473

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Effect of aerobic degradation on landfill settlement and development of a constitutive model

JIN Jia-xu1, DING Qian-shen1, 2, 3, LIU Lei2, 3, 4, WEI Wei2, 5, ZHANG Xiong6, ZHANG Chai2, 3, 7   

  1. 1. School of Civil Engineering, Liaoning Technical University, Fuxin, Liaoning 123000, China; 2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 3. Hubei Province Key Laboratory of Contaminated Sludge and Soil Science and Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 4. IRSM-CAS/HK PolyU Joint Laboratory on Solid Waste Science, Wuhan, Hubei 430071, China; 5. University of Chinese Academy of Sciences, Beijing 100049, China; 6. Wuhan Environment Investment & Development Co., Ltd., Wuhan, Hubei 430019, China; 7. School of Mechanics and Engineering, Liaoning Technical University, Fuxin, Liaoning 123000, China
  • Received:2021-04-02 Revised:2021-10-22 Online:2022-02-11 Published:2022-02-22
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (41977254, 51974145), the Hubei Science Foundation for Distinguished Young Scholar (2021CFA096), the Foundation for Innovative Research Groups of Natural Science Fund of Hubei Province (2019CFA012) and the Open Fund of Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education (Tongji University) (KLE-TJGE-B2001).

Abstract: The quantitative evaluation of the settlement characteristics of landfills by aerobic degradation is an important basis for predicting and evaluating the stabilization of aerobic degradation. The settlement characteristics of man-made waste soil with typical household waste composition ratio in Wuhan were tested under different ventilation conditions, and the influence of aerobic ventilation frequency on settlement deformation was analyzed. The results showed that aerobic ventilation significantly increased the settlement rate of municipal solid waste under anaerobic condition when the settlement rate was stable. The settlement efficiency of the upper, middle and lower layers of waste soil at high ventilation frequency was increased by 145%, 150% and 100% respectively, compared with the settlement efficiency at low ventilation frequency. Also, an anaerobic-aerobic combined settlement model (ANACS model) was established, and the reliability of the model was verified by comparing against the settlement values obtained from experimental monitoring. Outcomes from this study provide a theoretical basis for the evaluation of the settlement stability of waste soil in aerobic ventilation process.

Key words: waste soil, anaerobic condition, aerobic condition, settlement, model

CLC Number: 

  • TU 196.2
[1] ZHAO Kai, MA Hong-ling, SHI Xi-lin, LI Yin-ping, YANG Chun-he, . Long-term stability assessment of salt caverns for compressed air energy storage based on creep-fatigue constitutive model [J]. Rock and Soil Mechanics, 2025, 46(S1): 1-12.
[2] PAN Shen-xin, JIANG Guan-lu, YUAN Sheng-yang, LIU Xian-feng, HE Zi-lei, CAO Li-jun, ZHOU Shi-guang, . Service performance of reinforced soil retaining wall with integral rigid facing of high-speed railway under seismic action [J]. Rock and Soil Mechanics, 2025, 46(S1): 519-530.
[3] LI Xiao-zhao, YAN Huai-wei, LI Lian-jie, QI Cheng-zhi. A macro-micro mechanical model of dynamic direct tensile fracture in pre-tensioned brittle rocks [J]. Rock and Soil Mechanics, 2025, 46(S1): 217-227.
[4] HOU Ke-peng, JIANG Fan, ZHANG Chao, GONG Jing-han, . Surface morphology effect of soil-rock mixture-bedrock interface shear [J]. Rock and Soil Mechanics, 2025, 46(S1): 271-284.
[5] WANG Ning-bo, YAO Yang-ping, LIU Lin, LI Xiang-yu, MAO An-qi, LI Ning, . Unified hardending model for sand considering confining pressure effects [J]. Rock and Soil Mechanics, 2025, 46(S1): 297-308.
[6] ZHANG Zhi-guo, CHEN Yin-ji, ZHU Zheng-guo, WEI Gang, SUN Miao-miao, . Analytical solution for settlement of viscoelastic ground induced by small curvature shield tunnel excavation in soft soil [J]. Rock and Soil Mechanics, 2025, 46(S1): 309-321.
[7] RAN Long-zhou, YUAN Song, WANG Xi-bao, ZHANG Ting-biao, LIU De-jun, LI Liang-pu, . Calculation method for surrounding rock pressure in deep-buried tunnels using shield tunnel boring machine method considering the interaction among surrounding rock-shield body-grouting material-lining segments [J]. Rock and Soil Mechanics, 2025, 46(S1): 366-376.
[8] LI Pei-nan, LIU Xue, DAI Ze-yu, ZHAI Yi-xin, ZHANG Chi, KOU Xiao-yong, FAN Jie, ZHEN Liang, WANG Chang-hong, . Thrust calculation model and construction disturbance analysis of underwater shipwreck salvage using curved pipe jacking bottom curtain method [J]. Rock and Soil Mechanics, 2025, 46(S1): 403-418.
[9] ZHOU Xiong-xiong, HUANG Jia-shuo, LI Ruo-ting, ZHANG Jian-yu, . Modified Cambridge model and its parameters for wetting deformation in rockfill materials [J]. Rock and Soil Mechanics, 2025, 46(9): 2703-2710.
[10] BAO Shu-feng, DONG Zhi-liang, MO Hai-hong, ZHANG Jin-wen, YU Li-ting, LIU Pan, LIU Xiao-qiang, HOU Ming-xun, . Calculation of static batch settlement and low-pressure consolidation settlement of suspended and fluid mud [J]. Rock and Soil Mechanics, 2025, 46(9): 2763-2772.
[11] LAI Zhi-qiang, BAI Sheng-yuan, CHEN Lin, ZOU Wei-lie, XU Shu-ling, ZHAO Lian-jun, . Experimental study of dewatering characteristics of ring-type tube stockyard sludge storage [J]. Rock and Soil Mechanics, 2025, 46(9): 2805-2815.
[12] ZHANG Miao, LI Lin, ZHENG Han-bo, LI Pan-pan, . Elastoplastic model of structural loess considering influence of saturation [J]. Rock and Soil Mechanics, 2025, 46(9): 2816-2824.
[13] HUANG Da-wei, LU Wen-jian, LUO Wen-jun, YU Jue, . An experimental study on the influence of synchronous grouting during shield tunnel construction on vertical displacement and surrounding earth pressure in sandy soil [J]. Rock and Soil Mechanics, 2025, 46(9): 2837-2846.
[14] QU Jun-tong, SHI Qi-zhuang, GUO Ying-jie, ZHANG Xiang, LIU Yi, JIANG De-yang. Characteristics and damage mechanisms of ice deposits under freeze-thaw cycles [J]. Rock and Soil Mechanics, 2025, 46(9): 2859-2872.
[15] XU Jiang, LI Ai-feng, PENG Shou-jian, CHEN Yi-an, TANG Yang, HOU Ya-bin, LUO Li-wei, . Numerical simulation method for time-dependent behavior of rock based on generalized stress relaxation [J]. Rock and Soil Mechanics, 2025, 46(9): 2943-2954.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!