類似資料

• (Fig. 3b) Hydraulic conductivity - void ratio relationship of the Omok-Sampling-Site
  著者:: Kluger, Max Oke, 等
  出版事項: (2019)
• (Fig. 4a) Consolidation and saturation procedure for triaxial testing using the example of test no. CY-13 of the Omok-Sampling-Site
  著者:: Kluger, Max Oke, 等
  出版事項: (2019)
• (Fig. 4c) Excess pore pressure development during saturation test of test no. CY-13 of the Omok-Sampling-Site
  著者:: Kluger, Max Oke, 等
  出版事項: (2019)
• (Fig. 4b) Axial settlement of the Omok-Sampling-Site
  著者:: Kluger, Max Oke, 等
  出版事項: (2019)
• (Fig. 3c) Difference between measured and calculated settlement of the Omok-Sampling-Site
  著者:: Kluger, Max Oke, 等
  出版事項: (2019)