The patent badge is an abbreviated version of the USPTO patent document. The patent badge does contain a link to the full patent document.
The patent badge is an abbreviated version of the USPTO patent document. The patent badge covers the following: Patent number, Date patent was issued, Date patent was filed, Title of the patent, Applicant, Inventor, Assignee, Attorney firm, Primary examiner, Assistant examiner, CPCs, and Abstract. The patent badge does contain a link to the full patent document (in Adobe Acrobat format, aka pdf). To download or print any patent click here.
Patent No.:
Date of Patent:
Mar. 29, 2022
Filed:
Sep. 14, 2021
Institute of Geology and Geophysics, Beijing, CN;
Songfeng Guo, Beijing, CN;
Shengwen Qi, Beijing, CN;
Ming Cai, Ontario, CA;
Yanjun Shang, Beijing, CN;
Qingze Hao, Changchun, CN;
Haijun Zhao, Beijing, CN;
Zhendong Cui, Beijing, CN;
Lei Xue, Beijing, CN;
Xueliang Wang, Beijing, CN;
Zhaobin Zhang, Beijing, CN;
Xiaolin Huang, Beijing, CN;
Ning Liang, Beijing, CN;
Bowen Zheng, Beijing, CN;
Yu Zou, Beijing, CN;
Xin Wang, Jilin, CN;
Xiaokun Hou, Beijing, CN;
Shuaihua Song, Beijing, CN;
Feng Xiong, Beijing, CN;
Yongchao Li, Beijing, CN;
Lina Ma, Beijing, CN;
Fengjiao Tang, Beijing, CN;
Xin Wang, Jilin, CN;
Libo Jiang, Jilin, CN;
Jinxuan Li, Beijing, CN;
Yidong Xiao, Beijing, CN;
INSTITUTE OF GEOLOGY AND GEOPHYSICS, Beijing, CN;
Abstract
A variable angle loading testing machine is provided, which may include a bottom plate and a base fixedly connected to the bottom plate. A rock-sample accommodating cavity is formed in the base, and a rectangle-shaped sample is suitable for being placed into the rock-sample accommodating cavity. A side of the base is fixedly connected to two arc-shaped tension beams arranged in parallel, and a variable angle loading mechanism is slidably connected between the two arc-shaped tension beams. Through-holes are formed on the base, and an output end of the variable angle loading mechanism abuts against the rectangle-shaped sample through one of the through-holes. Loading and unloading of a stress with variable direction and magnitude under excavation disturbance can be simulated, which is of great significance for understanding mechanical behaviors of rock-soil mass under excavation disturbance.