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李传勋.Variation of negative vacuum pressure in vertical drains with time and depth under variable well ....INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS
李传勋.Analytical solutions for one-dimensional nonlinear large strain consolidation of soft soils with ....EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING
李传勋.Analysis on Large-Strain Nonlinear Consolidation of PVD-Improved Soft Soils with Non-Darcian Flow....INTERNATIONAL JOURNAL OF GEOMECHANICS
李传勋.An analytical solution for consolidation of soils with stone columns and vertical drains by consi....Computers and Geotechnics
李传勋.Nonlinear Consolidation Analysis of Soft Soils with Vertical Drains Considering Variable Well Res....INTERNATIONAL JOURNAL OF GEOMECHANICS
李传勋.Analytical Solutions for One-Dimensional Large-Strain Nonlinear Consolidation of Soft Soils by Co....INTERNATIONAL JOURNAL OF GEOMECHANICS
李传勋.An analytical solution for nonlinear consolidation of composite foundations improved by stone col....Computers and Geotechnics
李传勋.An analytical solution for one-dimensional nonlinear large-strain consolidation of soft clay with....Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering
李传勋.An analytical solution for the consolidation of a composite foundation reinforced by vertical dra....Soils and Foundations
李传勋.自重固结下的吹填场地桩基负摩阻力解析解.江苏大学学报(自然科学版)
李传勋.Analytical solutions for one-dimensional nonlinear large-strain consolidation of high compressibl....Yantu Lixue/Rock and Soil Mechanics
李传勋.Consolidation analysis of soft clay considering the threshold hydraulic gradient and a continuous....Gongcheng Lixue/Engineering Mechanics
李传勋.Analytical solutions for consolidation of stone column composite foundations considering time-dep....Rock Mechanics Bulletin
李传勋.真空联合多级堆载下考虑井阻时空变化的竖井地基固结解析解.岩石力学与工程学报
李传勋.考虑井阻随时空变化的竖井地基大应变非线性固结分析.岩石力学与工程学报
李传勋.变荷载下考虑井阻随时空变化的竖井地基固结解.岩土力学
李传勋.变荷载下考虑半透水边界和起始水力坡降的软土一维固结解析解.岩土力学
李传勋.抽降水引发的弱透水层非线性固结解析解.工程科学与技术
李传勋.考虑井阻时空变化的竖井地基非线性固结解析解.岩土力学
李传勋.Solutions for One-Dimensional Rheological Consolidation of a Clay Layer with Threshold Hydraulic ....INTERNATIONAL JOURNAL OF GEOMECHANICS