procedures to close or consolidate permeable or loose soil or grundmassen and to seal porous mason works and other rocky masses.

• 1. procedures to close or consolidate permeable or loose soil or grundmassen and unaffected by time and other porous seal [P] . AT148209B . 1936-12-28

  机译： 封闭或巩固可渗透或疏松的土壤或泥沙的程序，不受时间和其他多孔密封的影响

• 2. method for seal and solidify of permeable or loose soil and other porous masses. [P] . AT151826B . 1937-12-10

  机译： 密封和固化渗透性或疏松土壤和其他多孔物质的方法。

• 3. procedure for sealing and strengthening of permeable or loose soil layer and similar porous masses. [P] . DK53257C . 1937-06-21

  机译： 密封和加强渗透性或疏松土壤层和类似多孔物质的程序。

• 1. Semi-analytical solutions to one-dimensional consolidation for unsaturated soils with semi-permeable drainage boundary [J] . Lei WANG, Dean SUN, Yongfu XU 应用数学和力学（英文版） . 2017,第010期
• 2. Three-dimensional consolidation deformation analysis of porous layered soft soils considering asymmetric effects [J] . ZHANG Zhi-guo, HUANG Mao-song, WANG Wei-dong 中南大学学报（英文版） . 2014,第009期
• 3. One-dimensional large-strain consolidation of soft clay with non-Darcian flow and nonlinear compression and permeability of soil [J] . LI Chuan-xun, WANG Chang-jian, LU Meng-meng, 中南大学学报（英文版） . 2017,第004期
• 4. Consolidation of embankments on soils with anisotropic permeability [C] . J. C. Small Ground engineering in a changing world . 2012
• 5. INVESTIGATION OF EQUIVALENT POROUS MEDIUM PERMEABILITY IN NETWORKS OF DISCONTINUOUS FRACTURES. [D] . LONG, JANE C. S. 1983
• 6. Differences between Presentation Methods in Working Memory Procedures: A Matter of Working Memory Consolidation [O] . Timothy J. Ricker, Nelson Cowan -1
• 7. Soil Structure and Shallow Soil Slips on Hillslopes Made of Loosely Consolidated Sandstone in Boso Hills, Central Japan. [O] . Takeshi ICHIKAWA, Yukinori MATSUKURA 2001

• 1. Three-dimensional consolidation deformation analysis of porous layered soft soils considering asymmetric effects [J] . 张治国 ,黄茂松 ,王卫东 . 中南大学学报 . 2014,第009期
• 2. One-dimensional large-strain consolidation of soft clay with non-Darcian flow and nonlinear compression and permeability of soil [J] . 李传勋1 ,王昌建1 ,卢萌盟2 . 中南大学学报 . 2017,第004期