Guoliang Dai

Research interests

Publications

• Lateral response of monopile reinforced by cement-improved soil in clay to monotonic and cyclic loadings: Laboratory model test and theoretical investigation

  Marine Structures · 2023 · 10.1016/j.marstruc.2023.103403

• Experimental study on the mechanical behaviors and particle breakage characteristics of calcareous sand from South China Sea under repeated one-dimensional impacts

  Acta Geotechnica · 2022 · 10.1007/s11440-022-01463-2

• Local scour characteristics of monopile foundation and scour protection of cement-improved soil in marine environment - Laboratory and site investigation

  Ocean Engineering · 2022 · 10.1016/j.oceaneng.2022.111443

• Full-scale field test study of bearing characteristics of post-grouting pile for offshore wind turbines

  Ocean Engineering · 2022 · 10.1016/j.oceaneng.2022.113451

• Numerical Study on the Deformation of Tunnels by Excavation of Foundation Pit Adjacent to the Subway

  Applied Sciences · 2022 · 10.3390/app12094752

• Soil Resistance during Driving of Offshore Large-Diameter Open-Ended Thin-Wall Pipe Piles Driven into Clay by Impact Hammers

  Computers and Geotechnics · 2022 · 10.1016/j.compgeo.2022.105085

• Study on the response of postside-grouted piles subjected to lateral loading in calcareous sand

  Acta Geotechnica · 2021 · 10.1007/s11440-021-01392-6

• Estimation of wetting hydraulic conductivity function for unsaturated sandy soil

  Engineering Geology · 2021 · 10.1016/j.enggeo.2021.106034

• A review of research on the shaft resistance of rock-socketed piles

  Acta Geotechnica · 2020 · 10.1007/s11440-020-01051-2

• Estimation of tensile strength of sandy soil from soil–water characteristic curve

  Acta Geotechnica · 2020 · 10.1007/s11440-020-01013-8

• Framework to estimate the soil-water characteristic curve for soils with different void ratios

  Bulletin of Engineering Geology and the Environment · 2020 · 10.1007/s10064-020-01825-8

• Experimental Study on the Bearing Mechanisms of Rock-socketed Piles in Soft Rock Based on Micro X-ray CT Analysis

  Rock Mechanics and Rock Engineering · 2020 · 10.1007/s00603-020-02121-3

• Estimation of the soil-water characteristic curve from the grain size distribution of coarse-grained soils

  Engineering Geology · 2020 · 10.1016/j.enggeo.2020.105502

• Estimation of the wetting scanning curves for sandy soils

  Engineering Geology · 2020 · 10.1016/j.enggeo.2020.105635

• Effect of the uncertainty in soil-water characteristic curve on the estimated shear strength of unsaturated soil

  Journal of Zhejiang University. Science A · 2020 · 10.1631/jzus.a1900589

• Estimation of unsaturated shear strength from soil–water characteristic curve

  Acta Geotechnica · 2019 · 10.1007/s11440-019-00785-y

• Field and theoretical analysis of response of axially loaded grouted drilled shafts in extra-thick fine sand

  Canadian Geotechnical Journal · 2019 · 10.1139/cgj-2018-0382

• Role of the pore-size distribution function on water flow in unsaturated soil

  Journal of Zhejiang University. Science A · 2019 · 10.1631/jzus.a1800347

• Field study on post-grouting effects of cast-in-place bored piles in extra-thick fine sand layers

  Acta Geotechnica · 2018 · 10.1007/s11440-018-0741-7

• Full-scale load testing of two large-diameter drilled shafts in coral-reef limestone formations

  Bulletin of Engineering Geology and the Environment · 2017 · 10.1007/s10064-017-1206-1

• Generalized Solutions for Axially and Laterally Loaded Piles in Multilayered Soil Deposits with Transfer Matrix Method

  International Journal of Geomechanics · 2016 · 10.1061/(asce)gm.1943-5622.0000800

• The effect of sidewall roughness on the shaft resistance of rock-socketed piles

  Acta Geotechnica · 2016 · 10.1007/s11440-016-0470-8

• Load tests on full-scale bored pile groups

  Canadian Geotechnical Journal · 2012 · 10.1139/t2012-087

• Static Testing of Pile-Base Post-Grouting Piles of the Suramadu Bridge

  Geotechnical Testing Journal · 2010 · 10.1520/gtj102926

Current projects

No projects listed.