公开(公告)号：US20210396637A1

公开(公告)日：2021-12-23

申请号：US17463547

申请日：2021-09-01

申请人： Southwest Jiaotong University

发明人： Tao Jin ,  Xiewen Hu ,  Liming Zhao ,  Guanglin Huang ,  Ruijie Zheng ,  Xurong He ,  Song Xue ,  Mei Han ,  Chuanjie Xi ,  Xiangbin Yang

IPC分类号： G01N3/24 ,  G01N33/24

摘要： A portable soil body in-situ shear test device includes four parts: an active force system forming arranged externally, a passive shear system and an electromagnetic loading system forming arranged internally, and a ring knife system arranged at a bottom. Compared with the conventional in-situ soil shear strength test device and test method, the present invention is convenient to install and carry as well as simple to operate, and has strong applicability. The present invention is suitable not only for layered soils with large cross-plate shear test errors, but also for soils with different consolidation degrees at various sites and various terrains. A test method adopting the device can simulate the shear strength of the soil mass under different overburden loads without disturbing the mechanical properties of the in-situ soil mass, which has high promotion value in the test of in-situ soil shear strength.

公开(公告)号：US11680881B2

公开(公告)日：2023-06-20

申请号：US17463547

申请日：2021-09-01

申请人： Southwest Jiaotong University

发明人： Tao Jin ,  Xiewen Hu ,  Liming Zhao ,  Guanglin Huang ,  Ruijie Zheng ,  Xurong He ,  Song Xue ,  Mei Han ,  Chuanjie Xi ,  Xiangbin Yang

IPC分类号： G01N3/24 ,  G01N33/24

CPC分类号： G01N3/24 ,  G01N33/24 ,  G01N2203/005 ,  G01N2203/0025 ,  G01N2203/0246 ,  G01N2203/0266

摘要： A portable soil body in-situ shear test device includes: an active force system arranged externally, a passive shear system and an electromagnetic loading system arranged internally, and a ring knife system arranged at a bottom. Compared with the conventional in-situ soil shear strength test device and test method, the present invention is convenient to install and carry as well as simple to operate, and has strong applicability. The present invention is suitable for layered soils with large cross-plate shear test errors, and for soils with different consolidation degrees at various sites and various terrains. A test method adopting the device can simulate the shear strength of the soil mass under different overburden loads without disturbing the mechanical properties of the in-situ soil mass, which has high promotion value in the test of in-situ soil shear strength.