Rock and Soil Mechanics ›› 2024, Vol. 45 ›› Issue (10): 3024-3036.doi: 10.16285/j.rsm.2024.0109

• Fundamental Theory and Experimental Research • Previous Articles     Next Articles

Collapsibility characteristics and microscopic mechanism of Q3 sandy loess in Jingbian

MU Huan-dong1, 2, HE Ye1, BAI Yi-song1, DENG Ya-hong2, 3, ZHENG Long-hao1   

  1. 1. Institute of Geotechnical Engineering, Xi’an University of Technology, Xi’an, Shaanxi 710048 China ; 2. School of Geological Engineering and Geomatics, Chang’an University,Xi’an, Shaanxi 710054 China; 3. Key Laboratory of Western Mineral Resources and Geological Engineering, Ministry of Education, Chang’an University, Xi’an, Shaanxi 710054, China
  • Received:2024-01-17 Accepted:2024-05-15 Online:2024-10-09 Published:2024-10-11
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (42372336), the General Project of Natural Science Basic Research Program of Shaanxi Province (2022JQ-289) and the Fundamental Research Funds for the Central Universities, CHD (300102262505).

Abstract: The sandy loess in the desert-loess Plateau transition zone exhibits obvious collapse deformation when it encounters water. The collapsibility of the sandy loess in Changqing Oilfield, widely distributed in Jingbian, northern Shaanxi province, is seriously influenced by the collapsibility of sandy loess. It is urgent to reveal the collapsibility characteristics and mechanism of the sandy loess in Changqing Oilfield construction. Therefore, taking the sandy loess of Jingbian Q3 in the transition area of Jingbian Desert-Loess Plateau in northern Shaanxi as the research object, the basic physical properties and material composition of the sandy loess were analyzed using laboratory basic physical properties, X-ray diffraction and collapsibility tests. The collapsibility characteristics, influencing factors and rules were clarified. On this basis, the microstructure, pore size distribution, directional frequency and abundance changes before and after the collapse of sandy loess were explored using scanning electron microscopy test and pore and fissure image recognition analysis. The collapse mechanism of the sandy loess was revealed from a microscopic perspective. The results show that the Jingbian Q3 sandy loess has collapsibility. The collapsibility coefficient first increases and then decreases with the increase of axial pressure, and it gradually decreases with the increase of dry density and moisture content. The collapsibility coefficient peaks at the axial pressure of 150 kPa. Jingbian Q3 sandy loess is mainly composed of quartz, albitite, muscovite and calcite. The grain morphology is mostly angular or subangular, with overhead arrangement structure and overhead pores, and point-to-point contact. Clay cements are mostly distributed in the contact areas of skeleton particles. The collapse of the overhead pore structure in Jingbian Q3 sandy loess is the essence of its collapsible deformation, providing the main space for collapse. Subsidence deformation, caused by the coagulated structure formed by a small amount of debris particles wrapped in the clay cement, contributes to the increment of collapsible deformation. The research results provide a data basis for evaluating the collapsibility of sandy loess in the construction area of Changqing oil and gas field engineering.

Key words: Jingbian, Q3 sandy loess, collapsibility characteristics, micro-mechanism, scanning electron microscopy

CLC Number: 

  • TU 444
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[11] WEI Xiao-ming, GUO Li-jie , LI Chang-hong, ZHANG Li-xin, LUO Wen-chong, LIU Ren, . Study of space variation law of strength of high stage cemented backfill [J]. Rock and Soil Mechanics, 2018, 39(S2): 45-52.
[12] YE Wan-jun, LI Chang-qing, YANG Geng-she, LIU Zhong-xiang, PENG Rui-qi. Scale effects of damage to loess structure under freezing and thawing conditio [J]. , 2018, 39(7): 2336-2343.
[13] ZHANG Xian-wei,KONG Ling-wei. Study of pore characteristics of offshore clay by SEM and MIP and NA methods [J]. , 2013, 34(S2): 134-142.
[14] ZHAO Li-zheng,JIANG Hong-tao,TANG Chao-sheng,SHI Bin. Experimental research of soft soil reinforcement using ALOFIX-MC [J]. , 2010, 31(1): 118-122.
[15] SHEN Hai-chao, CHENG Yuan-fang, ZHAO Yi-zhong, ZHANG Jian-guo, XIA Yuan-bo. Research on in-situ stresses and borehole stability of coal seam in Jingbian gas field [J]. , 2009, 30(S2): 123-126.
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