[2] [2] AJLOUNI M A. Geotechnical properties of peat and related engineering problems［D］. Illinois： University of Illinois at Urbana-Champaign, 2000.

[3] [3] LEA N D, BRAWNER C O. Highway design and construction over peat deposits in lower British Columbia［J］. Highway Research Record, 1963, 7: 1-32.

[7] [7] SAKR M A, SHAHIN M A, METWALLY Y M. Utilization of lime for stabilizing soft clay soil of high organic content［J］. Geotechnical and Geological Engineering, 2008, 27(1): 105-113.

[8] [8] MATHILUXSAN S, VENUJA S, NASVI M C M. Compressibility behaviour of peat stabilized with low calcium fly ash: an experimental study［C］. The 7th International Conference on Sustainable Built Environment (ICSBE). 2016.

[9] [9] PAUL A, HUSSAIN M. An experiential investigation on the compressibility behavior of cement-treated Indian peat［J］. Bulletin of Engineering Geology and the Environment, 2020, 79(3): 1471-1485.

[10] [10] BOBET A, HWANG J, JOHNSTON C T, et al. One-dimensional consolidation behavior of cement-treated organic soil［J］. Canadian Geotechnical Journal, 2011, 48(7): 1100-1115.

[11] [11] HAYASHI H, HATAKEYAMA O, HASHIMOTO H. Reducing the secondary consolidation of peat ground using vacuum consolidation［J］. Proceedings of the Institution of Civil Engineers-Ground Improvement, 2021, 174(3): 173-184.

[12] [12] KOLAY P K, AMINUR M R, TAIB S N L, et al. Stabilization of tropical peat soil from Sarawak with different stabilizing agents［J］. Geotechnical and Geological Engineering, 2011, 29(6): 1135-1141.

[14] [14] GABRIEL H M. Ground improvement of organic soils using wet deep soil mixing［D］. Cambridge: University of Cambridge, 2006

[16] [16] SING W L, HASHIM R, ALI F H. Compression rates of untreated and stabilized peat soil［J］. Electronic Journal of Geotechnical Engineering, 2008, 13: 1-13.