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Description of partial sandy layers of dredged clay deposit using penetration resistance in installation of prefabricated vertical drains

机译：使用预制垂直排水沟中的渗透阻力描述疏dr粘土沉积物的部分砂层

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Watabe Yoichi; Shinsha Hiroshi; Yoneya Hiroshi; Ko Changjin;
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1. Description of partial sandy layers of dredged clay deposit using penetration resistance in installation of prefabricated vertical drains [J] . Yoichi Watabe, Hiroshi Shinsha, Hiroshi Yoneya, Soils and foundations . 2014,第5期

机译：使用预制垂直排水沟中的渗透阻力描述疏dr粘土沉积物的部分砂层
2. Prediction of settlement of dredged clay containing prefabricated vertical drains and the history of reclamation in the disposal pond at Kobe Airport [J] . 岡田広久, 大島昭彦, 澁谷啓 Japanese Geotechnical Journal . 2017,第1期

机译：神户机场弃置含预制垂直排水沟的黏土的沉降预测和开垦历史
3. Apparent clogging effect in vacuum-induced consolidation of dredged soil with prefabricated vertical drains [J] . Wang Peng, Han Yanbing, Zhou Yang, Geotextiles and Geomembranes . 2020,第4期

机译：真空诱导的疏浚土壤中具有预制垂直漏斗的显体堵塞效应
4. Numerical Modelling of Prefabricated Vertical Drain for Soft Clay using ABAQUS [C] . Saiful Azhar Ahmad Tajudin, Mohd Fairus Yusof, Ismail Bakar, International Integrated Engineering Summit . 2015

机译：使用ABAQU的软粘土预制垂直排水管的数值模型
5. Effect of deformation of prefabricated vertical drains (PVD) on discharge capacity and the characteristics of PVD smear zone. [D] . Tran-Nguyen, Hoang-Hung. 2010

机译：预制垂直排水管（PVD）的变形对放电容量和PVD涂片区特性的影响。
6. Causes of post-installation penetration of jack-up spudcan foundations in clays [O] . Yu Ping Li, Yu Yang, Jiang Tao Yi, -1

机译：黏土中自举桩基础的安装后渗透原因
7. Prediction of settlement of dredged clay containing prefabricated vertical drains and the history of reclamation in the disposal pond at Kobe Airport [O] . Hirohisa OKADA, Akihiko OSHIMA, Satoru SHIBUYA 2017

机译：在神户机场定居含有预制垂直排水沟的疏浚粘土和填海历史的预测
8. Installation of Vertical Strip Drains to Increase Storage Capacity of CraneyIsland Dredged Material Management Area [R] . Stark, T. D., Williamson, T. A. 1994

机译：垂直条带排水管的安装，以提高CraneyIsland疏浚物料管理区的存储容量

Description of partial sandy layers of dredged clay deposit using penetration resistance in installation of prefabricated vertical drains

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