Lijun Deng, PhD, PEng, Associate Professor
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JOURNAL PAPERS

        My student's names are in bold.

My google scholar profile for a complete list

Gao, S., Sego, D.C., and Deng, L. 2023. Short term axial loading of continuous-flight pile segment in frozen soil. Canadian Geotechnical Journal (in press)

Gao, S., Sego, D.C., and Deng, L. 2023. Long-term axial performance of continuous-flight pile in frozen soil. Canadian Geotechnical Journal (in press)

Zhang, Y., Li, W., Penner, L., and Deng, L. 2023. SPT-based empirical method for estimating axial capacties of single-helix piles in sand. Acta Geotechnica (in press)

Khidri, M., and Deng, L. 2022. Lateral behaviour of screw micropiles in the field. submitted for review.

Liu, J., Botello, J.C.C., Teng, J. and Deng, L. 2023. Use of screw pile foundations to reduce temperature of warming permafrost: Lab tests and numerical modeling. Applied Thermal Engineering, 226, 120263.

Liu, C., Berard, C., and Deng, L. 2022. Engineering behaviour of cement-treated stiff clay subjected to freezing/thawing cycles. Cold Regions Science and Technology, 206, 103743.

Li, W., Deng, L., and Chalaturnyk, R. 2022. Centrifuge modeling of the behaviour of helical piles in cohesive soils from installation and axial loading. Soils and Foundations. (in press)

Liu, C., Anderson, R., Gopie, N. and Deng, L. 2022. Field performance of wood blocking method for remediating a building in the Canadian Arctic. Journal of Civil Structural Health Monitoring. (in press)

Sharma, K, Jia, B., and Deng, L. 2022. Performance-based seismic design of rocking shallow foundations in cohesive soil: methology and numerical validation. Soil Dynamics and Earthquake Engineering, 159, 107244, 1- 14.

Khidri, M. and Deng, L. 2022. Field axial loading tests of screw micropiles in sand. Canadian Geotechnical Journal, 59(3), 458-472.

Xu, C., Jiang, Z., Du, X., Deng, L., and Li, Z. 2022. Property estimation of free-field sand in 1-g shaking table tests. Earthquake Engineering and Engineering Vibration. In press.

Khidri, M. and Deng, L. 2021. Field axial cyclic loading tests of screw micropiles in cohesionless soil. Soil Dynamics and Earthquake Engineering. 143, 106601, 1-11

Zhao, Z., and Deng, L. 2020. Initiation Mechanism of Jiweishan High-Speed Rockslide in Chongqing, China. Natural Hazards, 103(3), 3765-3781.

Sharma, K. and Deng, L. 2021. Effects of Loading Obliquity on Field Performance of Rocking Shallow Foundations in Cohesive Soil. Geotechnique. 71(4), 320-333.

Yang, X., de Lucas, M.P., Ibanez, M., Deng, L., Sittoni, L., Ulrich, A., and Chen, Q. 2020. Improving Engineering Properties of Mature Fine Tailings using Tubifex. Canadian Journal of Civil Engineering, 47 (7), 812-821.

Sharma, K. and Deng, L. 2020. Field testing of rocking foundations in cohesive soil: cyclic performance and footing mechanical response. Canadian Geotechnical Journal. 57(6), 828-839.

Tang, L., Wang, K., Deng, L., Yang, G., Chen, J., and Jin, L. 2019. Axial loading behaviour of laboratory concrete piles subjected to permafrost degradation, Cold Regions Science and Technology, 166, 1-9.

Tang, L., Wang, X., Jin, L., Deng, L., and Wu, D. 2019. Frost heave and thawing settlement of frozen soils around concrete piles: a laboratory model test. ASTM Journal of Testing and Evaluation, 1-18. 

Sharma, K., and Deng, L. 2019. Characterization of Rocking Shallow Foundations on Cohesive Soil using Field Snap-back Tests. ASCE J. Geotech and Geoenvironmental Engineering, 145(9), 04019058-1 to 10.

Luis, A., Deng, L., Shao, L, and Li, H. 2019. Mechanical and physical properties of Edmonton stiff clay treated with cement and fly ash using triaxial tests and image analysis. Construction and Building Materials, 197, 208-219.

Guo, Z., Khidri, M., and Deng, L. 2019. Field Loading Tests of Screw Micropiles under Axial Cyclic and Monotonic Loads. Acta Geotechnica, 14(6), 1843-1857.

Lanyi-Bennett, S.A., and Deng, L. 2019. Axial load testing of helical pile groups in glaciolacustrine clay. Canadian Geotechnical Journal,56(2), 187-197. Editor's Choice, free access.

Lanyi-Bennett, S.A., and Deng, L. 2019. Effects of inter-helix spacing and soil setup on the behaviour of axially loaded helical piles in cohesive soil. Soils and Foundations, 1-14 (online)

Li, W., and Deng, L. 2018. Axial load tests and numerical modeling of single-helix piles in cohesive and cohesionless soils. Acta Geotechnica, 1-15 ( online first)

Luis, A., and Deng, L. 2018. Development of mechanical properties of Edmonton stiff clay treated with cement and fly ash. International Journal of Geotechnical Engineering (in press)

Feng, D., Zhang, J., and Deng, L. 2018. Three-dimensional monotonic and cyclic behavior of a gravel-steel interface from large-scale simple-shear tests. Canadian Geotechnical Journal. 55(11): 1668-1681.

Li, W., Zhang, D., Sego, D.C., and Deng, L. 2018. Field testing of axial performance of large-diameter helical piles at two soil sites. ASCE J. Geotech. Geoenviron. Eng., 144(3), 06017021-1 to 5.

Guo, Z., and Deng, L. 2018. Field behaviour of screw micropiles subject to axial loading in cohesive soils. Canadian Geotechnical Journal, 55(1), 34-44. Editor's Choice, free access.

Hakhamaneshi, M., Kutter, B.L., Gavras, A.G., Gajan, S., Gazetas, G., Anastasopoulos, I., Paolucci, R., Kouno, T., Deng, L., Tsatsis, A., Liu, W., Pianese, G., Sharma, K. (2017). “Foundation rocking database of slow cyclic and monotonic loading experiments”. Earthquake Spectra (accepted)

Gavras, A.G., Kutter, B.L., Hakhamaneshi, M., Gajan, S., Tsatsis, A., Sharma, K., Kouno, T., Deng, L., Anastasopoulos, I., and Gazetas, G. (2017). “Database for rocking shallow foundation performance in dynamic experiments”, Earthquake Spectra (accepted)

Liu, C., Tang, L., Ling, X., Deng, L., Su, L., and Zhang, X. 2017. Investigation of liquefaction-induced lateral load on pile group behind quay wall. Soil Dynamics and Earthquake Engineering, 102, 56-64.

Sharma, K., and Deng, L. 2017. Reconnaissance report on geotechnical engineering aspect of the 2015 Gorkha, Nepal, earthquake. Journal of Earthquake Engineering, 1 - 26 (in press).

Sharma, K., Deng, L., and Khadka, D. 2017. Reconnaissance of liquefaction case studies in 2015 Gorkha (Nepal) Earthquake and assessment of liquefaction susceptibility.International Journal of Geotechnical Engineering, 1- 13 (in press).

Zhao, S., and Deng, L. 2017. Analyses of embedded piles reinforced landslides using strength reduction finite element method. International Journal of Geotechnical Engineering, 12 (4), 389 - 401.

Yang, X., de Lucas Pardo, M., Ibanez, M., Deng, L., Sittoni, L., Ulrich, A., and Chen, Q. 2016. Addition of Tubifex accelerates dewatering of oil sands tailings. Canadian Journal of Civil Engineering, 43(12), 1125 - 1133.

Sharma, K., Deng, L., and Noguez, C. C. 2016. Field investigation on the performance of building structures during the 25 April, 2015, Gorkha earthquake in Nepal. Engineering Structures, Elsevier, 121, 61-74.

Liang, J., Guo, Z., Deng, L., Liu, Y. (2015). “MFT consolidation through microbial induced calcium carbonate precipitation.” Canadian J. Civil Engineering, 42(11), 975-978.

Deng, L., and Kutter, B. L., Kunnath, S. K. (2014). “Seismic Design of Rocking Shallow Foundations: a Displacement-Based Methodology.” ASCE J. Bridge Eng. , 19(11), 1-11.

Deng, L., Kutter, B. L., and Kunnath, S. K. (2012). “Centrifuge modeling of bridge systems designed for rocking foundations.” ASCE J. Geotech. Geoenviron. Eng., 138(3), 335–344.

Deng, L., and Kutter, B. L. (2012). “Characterization of rocking shallow foundation using centrifuge model tests.” Earthq. Eng. Struct. Dyn., 41(5),1043–1060.

Deng, L., Kutter, B. L., and Kunnath, S. K. (2012). “Probabilistic seismic performance of rocking-foundation and hinging-column bridges.” Earthquake Spectra, 28(4), 1423-1446.

Yu, Y., Deng, L., Sun, X., and Lu, H. (2010). “Centrifuge modeling of dynamic behavior of pile-reinforced slopes during earthquakes.” J. Central South University of Tech., 17(5), 1070-1078.

Yu, Y., Deng, L., Sun, X., and Lu, H. (2008). “Centrifuge modeling of dry sandy slope response to earthquake loading.” Bull. Earthq. Eng., 6(3), 447-461.