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公开(公告)号:US11933178B2
公开(公告)日:2024-03-19
申请号:US18456347
申请日:2023-08-25
Applicant: Shandong University
Inventor: Ke Wu , Yajun Liu , Zhongyu Dou , Zhenhua Liu , Dapeng Liu , Wenbin Xu
CPC classification number: E21F15/005 , E02D3/12 , E21F15/06
Abstract: The present invention relates to method for filling deformable karst cave, and the steps are: penetrating a grouting pipe into an elastic silicone tube, penetrating the grouting pipe and the elastic silicone tube into a deformable bracket, and lowering into a karst cave; sealing the elastic silicone tube, injecting silicate resin materials into the grouting pipe, and injecting steel fiber reinforced grout to implement a “block stone-like” structure; sealing the elastic silicone tube, separating the “block stone-like” structure from the elastic silicone tube to complete a “block stone-like” structure; lowering the elastic silicone tube and the deformable bracket, sealing the elastic silicone tube, lowering the elastic silicone tube and the deformable bracket tore construct the “block stone-like” structure, and completing the filling. The present invention may effectively stabilize the karst cave, ensure safe tunnel construction and stable surrounding rocks, and improve engineering construction speed.
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公开(公告)号:US11959890B2
公开(公告)日:2024-04-16
申请号:US18460357
申请日:2023-09-01
Applicant: Shandong University
Inventor: Ke Wu , Wenbin Xu , Dapeng Liu , Yajun Liu , Zhenhua Liu , Zhongyu Dou
CPC classification number: G01N3/567 , G01N15/0826 , G01N2203/0005 , G01N2203/0019 , G01N2203/0048 , G01N2203/0676
Abstract: The present invention relates to an experimental apparatus for researching characteristics of subsea tunnel at bottom of seabed under wave, comprising main control system, wave making test system, rock and soil confining pressure test system and water level regulation test system, wherein a bottom of the rock and soil confining pressure test system is connected with the water level regulation test system; a bottom of the wave making test system is connected with the rock and soil confining pressure test system; and all test systems are electrically connected with the main control system. The experimental apparatus, when being small, may simulate the situation of the subsea tunnel under a nonlinear complex wave, may consider the common action of the seabed and the wave, and may regulate water levels and soil pressures, having perfect functions and effectively exploring the effect of various aspects on the subsea tunnel.
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公开(公告)号:US11976558B2
公开(公告)日:2024-05-07
申请号:US18460340
申请日:2023-09-01
Applicant: Shandong University
Inventor: Ke Wu , Dapeng Liu , Wenbin Xu , Yajun Liu , Zhongyu Dou , Zhenhua Liu
CPC classification number: E21D9/001 , E21D9/04 , E21D9/0664 , E21D9/0678 , E21D9/087 , E21D9/124 , E21D9/0671
Abstract: The present invention relates to a mechanical tunneling apparatus and process for a tunnel in a quicksand stratum. The mechanical tunneling apparatus comprises isolating apparatuses arranged at an upper end and a lower end of a supporting apparatus; an excavation apparatus arranged at a front end of the supporting apparatus; a spraying apparatus arranged on the isolating apparatuses and the excavation apparatus; a muck discharging apparatus arranged at a lower part of the supporting apparatus; and a propulsion apparatus arranged at a rear end of the supporting apparatus.
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公开(公告)号:US11933176B2
公开(公告)日:2024-03-19
申请号:US18453868
申请日:2023-08-22
Applicant: Shandong University
Inventor: Ke Wu , Yajun Liu , Zhenhua Liu , Zhongyu Dou , Wenbin Xu , Dapeng Liu
Abstract: The present invention belongs to the technical field of ocean traffic engineering, and relates to a fabricated ocean tunnel structure with an escape device and an application method thereof. The present invention includes a fabricated ocean tunnel structure and an escape device. the partition plate separates a middle bin in the tunnel, and the escape device is connected into the middle bin; and the escape device includes a rescue capsule, transverse ladders are evenly arranged in the rescue capsule, and a balancing weight block and a rescue equipment area are arranged at the bottom of the rescue capsule. The ocean tunnel structure can be provided with a rescue device during installation, and the safety of personnel escape can be guaranteed; therefore, the safety of the ocean tunnel structure is improved, cost is relatively low, secondary damage to the ocean tunnel structure is not needed.
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公开(公告)号:US11796370B2
公开(公告)日:2023-10-24
申请号:US17052821
申请日:2019-04-11
Applicant: SHANDONG UNIVERSITY
Inventor: Shucai Li , Liping Li , Jing Wang , Shaoshuai Shi , Zongqing Zhou , Hongliang Liu , Xingzhi Ba , Shangqu Sun , Zhongdong Fang , Zhenhua Liu
CPC classification number: G01F17/00 , E21B43/126 , G01B13/00
Abstract: A volume measurement system and method for a closed water-filled karst cave, including a water collecting device, concentration tester and control system. The control system is connected to the water collecting device by a connecting piece. The water collecting device is a container with a top closed and bottom open. The water collecting device top is a piston. The piston is connected to a propulsion rod, and propulsion rod is controlled by control system to extend or retract, so as to realize the forward or backward movement of the piston. An openable and closeable placement table is hinged to the water collecting device's inner wall. The placement table is connected to piston, the placement table moves upward when piston is raised, and placement table moves downward when piston is lowered. The placement table is configured to accommodate a chemical substance. The concentration tester is configured to detect the solution's concentration.
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