Skip to main content

Advertisement

Log in

Numerical analysis of influence factors and control measures for differential settlement of gully land creation

  • Original Paper
  • Published:
Bulletin of Engineering Geology and the Environment Aims and scope Submit manuscript

Abstract

The gully land creation in the Loess Plateau has aroused widespread concern, but differential settlement of reclamation land seriously affects normal use of it. In order to clarify the differential settlement characteristics, numerical model of gully land creation is established to investigate different influencing factors by finite element method, and sensitivity analyses are performed by introducing the sensitivity coefficient. The numerical calculations show that the settlement curve is parabolic in which the excavation section rebounds and the fill section subsides. The settlement and settlement gradient are positively linearly correlated with the fill height, filling velocity, and water level difference; they are negatively linearly correlated with the number of filling layers. The maximum settlement of the V-shaped gully is smaller than that of the U-shaped gully, but the settlement gradient is the opposite. By the sensitivity analysis, the influence degree of four factors to settlement gradient was filling height at first, then filling layers, filling velocity, and groundwater level difference. To decrease the differential settlement, it is suggested that the open and gentle gullies should be selected in the design phase, the fill and excavation heights should be reduced as much as possible. Moreover, more layers and a slower filling rate can reduce the differential settlement of gully land creation. Overall, the numerical results offer some valuable references to improve the design and construction of gully land creation on the Loess Plateau.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8

Similar content being viewed by others

References

  • Amavasai A, Sivasithamparam N, Dijkstra J, Karstunen M (2018) Consistent class A & C predictions of the Ballina test embankment. Comput Geotech 93:75–86

    Article  Google Scholar 

  • Cong S, Tang L, Ling X, Geng L, Lu J (2021) Numerical analysis of liquefaction-induced differential settlement of shallow foundations on an island slope. Soil Dynamics and Earthquake Engineering 140

  • Peduto D, Giangreco C, Venmans AM, Dario P, Claudio G, Arjan AM (2020) Differential settlements affecting transition zones between bridges and road embankments on soft soils: numerical analysis of maintenance scenarios by multi-source monitoring data assimilation. Transportation Geotechnics 24

  • Du WF, Zheng JG, Liu ZH, Zhang JW, Yu YT (2019) Settlement behavior of high loess-filled foundation and impact from exhaust conditions. Yantu Lixue/rock and Soil Mechanics 40(1):325–331 (in Chinese)

  • Duan X, Dong Q, Ye WJ, Zhou JL, Oh E (2019) Study on adverse effects of groundwater level rising induced by land creation engineering in hilly and gully area of the Loess Plateau. J Mt Sci 16(12):2739–2753

    Article  Google Scholar 

  • Fan S, Zhang XC, Pei XJ, Zhang S, Chang ZL, Cui XT (2019) Experimental study on soil-water characteristic curve of undisturbed loess in different regions and its application to slope stability evaluation. Water Resources and Hydropower Engineering 50(1):154–161 (in Chinese)

  • Gaber M, Kasa A, Abdul-Rahman N, Alsharef J (2019) Simulation of sequential construction of embankments on reinforced soft clay foundation. Indian Geotechnical Journal 49:224–231

    Article  Google Scholar 

  • Gao CL, Zhao WZ, Ling JM, Wang BX (2014) Study of index and criterion for settlement control applicable to cut-and-fill subgrade in mountain-highway. Yantu Lixue/rock and Soil Mechanics 35(1):151–158 (in Chinese)

  • Ge M, Li N, Zhang W, Zheng J, Zhu C (2017) Settlement behavior and inverse prediction of post-construction settlement of high filled loess embankment. Yanshilixue Yu Gongcheng Xuebao/chinese Journal of Rock Mechanics and Engineering 36(3):745–753 (in Chinese)

  • Genuchten V, Th M (1980) A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci Soc Am J 44(5):892–898

    Article  Google Scholar 

  • Gu QK, Li N, Huang WG (2009) Research on differential settlement index of high-filled subgrade after construction in mountainous airport. Yantu Lixue/rock and Soil Mechanics 30(12):3865–3870 (in Chinese)

  • Hu Y, Ju YW, Wang WZ, Zheng XM (2015) Study on settlement after construction for the high loess-filled embankment. Appl Mech Mater 744–746:613–616

    Article  Google Scholar 

  • Indraratna B, Baral P, Rujikiatkamjorn C, Perera D (2018) Class A and C predictions for Ballina trial embankment with vertical drains using standard test data from industry and large diameter test specimens. Comput Geotech 93:232–246

    Article  Google Scholar 

  • Khomyakov VA, Shokbarov YM, Bryantsev AA (2017) Experience in handling differential settlements of multi-storey buildings on soft soil. Soil Mech Found Eng 54:330–335

    Article  Google Scholar 

  • Li P, Qian H, Wu J (2014) Accelerate research on land creation. Nature 510:29–31

    Article  Google Scholar 

  • Liu J, Liu W, Liu P, Yang C, Xie Q, Liu Y (2016) Preliminary research on the theory and application of unsaturated Red-layers embankment settlement based on rheology and consolidation theory. Environmental Earth Sciences 75(6):503

    Article  Google Scholar 

  • Liu Y, Li Y (2014) Environment: China’s land creation project stands firm. Nature 511:410

    Article  Google Scholar 

  • Liu Y, Li Y (2017) Engineering philosophy and design scheme of gully land consolidation in Loess Plateau. Transactions of the CSAE 33(10):1–9 (in Chinese)

  • Luo LX, Mu ZG, Chen H, Li BH, Yang RL (2012) Refining the applications of computer-aided numerical methods to differential settlement of foundation. Advanced Materials Research 430–432:1696–1699

    Article  Google Scholar 

  • Mesri G, Ullrich CR, Choi YK (1978) The rate of swelling of overconsolidated clays subjected to unloading. Géotechnique 28(3):281–307

    Article  Google Scholar 

  • Müthing N, Zhao C, Hölter R, Schanz T (2018) Settlement prediction for an embankment on soft clay. Comput Geotech 93:87–103

    Article  Google Scholar 

  • Nadai A (1950) Theory of flow and fracture of solids II. McGraw-Hill

    Google Scholar 

  • Sweigard RJ, Rohatgi M (1990) Physical model study of differential settlement on reclaimed land. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts 27:212

    Google Scholar 

  • Tschuchnigg F, Schweiger HF (2018) Embankment prediction and back analysis by means of 2D and 3D finite element analyses. Comput Geotech 93:104–114

    Article  Google Scholar 

  • Wang X, Ding L, Gao W, Zhang M, Fu L (2020) Research on subgrade differential settlement control standard and treatment technology based on driving comfort. Adv Mater Sci Eng 9:1–14

    Google Scholar 

  • Weng X, Wang W (2011) Influence of differential settlement on pavement structure of widened roads based on large-scale model test. Journal of Rock Mechanics and Geotechnical Engineering 3(1):90–96

    Article  Google Scholar 

  • Wu JH, Cheng G, Shi B, Gu K, Jiang N (2019) Experimental study on rebound deformation characteristics and rebound potential of soil layer. Geological Journal of China Universities 25(4):495–501 (in Chinese)

  • Xu Y, Leung CF, Yu J (2020) Centrifuge model study on settlement of strip footing subject to rising water table in loess. Can Geotech J 57(7):992–1005

    Article  Google Scholar 

  • Yan Q, Zhi XL, Liu BJ (2013) Standard of differential settlement for highway subgrade. Journal of chang’an University (natural Science Edition) 33(2):16–21 (in Chinese)

  • Yao Z, Lian J, Zhang J, Zhu M (2019) On erosion characteristics of compacted loess during wetting procedure under laboratory conditions. Environmental Earth Sciences 78:570

    Article  Google Scholar 

  • Yin XX, Chen LW, He JD, Feng XQ (2016) Zeng W (2016) Characteristics of groundwater flow field after land creation engineering in the hilly and gully area of the Loess Plateau. Arabian Journal of Geoscience 9:646–658

    Article  Google Scholar 

  • Zhang JW, Yu YT, Li P, Du WF, Liu Z (2016) Groundwater monitoring and analysis of high fill foundation in loess hilly-gully region. Journal of xi’an University of Architecture & Technology 48(4):477–483 (in Chinese)

  • Zhang S, Xj P, Huang RQ, Tan LY, Fan S, Zhang ZD, Cui XT (2017) Rainfallinduced instability mechanism of high embankment retaining loess slope. J Eng Geol 25(4):1094–1104 (in Chinese)

  • Zhang WM, Gu XW, Wang F, Wang NX (2015) Swelling tests on soils and simulation method for unloading-swelling process. Chinese Journal of Geotechnical Engineering 37(6):979–987

    Google Scholar 

  • Zheng J, Cao J, Zhang J, Liu Z, Liang X, Yang C, Li B (2019) Analysis of influencing factors of high loess-filled foundations based on centrifugal model tests. Chin J Rock Mech Eng 38(3):560–571

    Google Scholar 

  • Zheng J, Zhao LY, Liu BJ (2015) Experimental study on soil water characteristic curves of unsaturated loess.South-to-North Water Transfers and Water Science & Technology 13(6):1138–1142 (in Chinese)

  • Zhu C, Li N (2020) Ranking of influence factors and control technologies for the post-construction settlement of loess high-filling embankments. Computers and Geotechnics 118

  • Zhu CH, Li N (2015) Post-construction settlement analysis of loess-high filling based on time-dependent deformation experiments. Chinese Journal of Rock and Soil Mechanics 36(10):3023–3031 (in Chinese)

Download references

Funding

This work was supported by the Special Topics of National Key R & D Projects of China (No. 2017YFC0504703-02); Natural Science Basic Research Program of Shaanxi, China (No. 2020JQ-278); Fundamental Research Funds for the Central Universities of China (No. 2452019062); and Postdoctoral Research Funding Project of Shaanxi, China (No. 2018BSHEDZZ23).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Wei Hao.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Hao, W., Fan, H., Luo, Y. et al. Numerical analysis of influence factors and control measures for differential settlement of gully land creation. Bull Eng Geol Environ 81, 42 (2022). https://doi.org/10.1007/s10064-021-02496-9

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s10064-021-02496-9

Keywords

Navigation