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1. 发明专利

ZA202207311B METHOD FOR MEASURING PLASTIC ZONE AND CRITICAL SLIP SURFACE OF SLOPE IN HETEROGENEOUS SOIL LAYER 未知
公开(公告)号：ZA202207311B
公开(公告)日：2022-09-28
申请号：ZA202207311
申请日：2022-07-01
申请人： SUQIAN UNIV , UNIV QINGDAO TECHNOLOGY
发明人： GUO LU , HE KEQIANG , DIAO ZHIWANG , ZHANG YONGJUN , SUN LINNA , LI NAN

2. 发明专利

AU2020100404A4 A METHOD TO ASSESS SLOPE SAFETY BASED ON DOWNSTREAM STRUCTURES’ DAMAGED DEGREE 未知
公开(公告)号：AU2020100404A4
公开(公告)日：2020-04-30
申请号：AU2020100404
申请日：2020-03-17
申请人： UNIV QINGDAO TECHNOLOGY
发明人： LI LIANG , CHU XUESONG , LU SHIBAO , YUAN CHANGFENG , HE KEQIANG , HU JUN , ZHANG HONGBIN , LING XIANZHANG
IPC分类号： G06F17/10 , G01B21/02 , G01B21/32 , G01V99/00
摘要： The invention relates to the field of slope safety assessment and risk quantification, specifically relating to a method to assess slope safety based on downstream structures' damaged degree comprising following steps, step 1: assuming generating a series of {c,}, in accordance with indeterminacy of slop material mechanical parameters; step 2: basing on parameters' combination C in group i, i =1,2...,N calculating its safety coefficient Fs of the slope and motion trajectory of the slider on the slop; step 3: calculating the distance d, between the downstream structure of slope and the farthest point of the slope slider within its motion trajectory; step 4: repeating step 2 and step 3 to get a series of distance values {d,}N, and safety coefficients {Fs,}N ; step 5: calculating the average distance value and safety coefficient denoted as d. and FSm ; step 6: assessing safety degree of the slope with structures downstream by using product of d. and FS. . The invention can effectively solve the problem existing in prior art which is not effective, valid, and intuitive enough when assessing safety of slope with structures downstream, going against prevention and treatment of landslides. Generating a series of {c,},in accordance with indeterminacy of slop S1 material mechanical parameters Based on parameters' combination C, in group i, i= 2...,N S2 calculating its safety coefficient Fsi of the slope and motion trajectory of' the slider on the slop According to the relative relationship between the location of structure S3 and the farthest point of slop slider within its motion trajectory, calculating the distance d, therebetween, among which i = 1,2..., N S4 Repeating step 2 and step 3 to get a series of distance values {d,},N and a series of safety coefficients {Fs,},N Calculating the average value of said a series of distance values in step 4 S5 denoted as d, and the average value of said a series of safety coefficients denoted as FS, Assessing safety degree of the slope with structures downstream via S6 product of average distance value d. and average safety coefficient Fs. 6 Water tower 0 5 10 15 20 25 3C Slope width/m

3. 发明专利

ZA202108558B ROCK-LIKE MATERIAL BIDIRECTIONAL PRESSURE TESTING DEVICE AND WORKING METHOD 未知
公开(公告)号：ZA202108558B
公开(公告)日：2022-02-23
申请号：ZA202108558
申请日：2021-11-03
申请人： UNIV QINGDAO TECHNOLOGY , UNIV CHINA PETROLEUM
发明人： ZHANG LIMING , ZHAO TIANYANG , ZHANG YU , HE KEQIANG , SUN LINNA , CONG YU
摘要： The invention relates to a rock-like material bidirectional pressure test device and a working method. The rock-like material bidirectional pressure test device comprises a base, a stand column, a working platform, a pressure bearing column and a vertical loading piece, and further comprises a first confining pressure loading beam and a second confining pressure loading beam which can be fixedly connected through a pull rod, wherein the first confining pressure loading beam is provided with a plurality of confining pressure loading pieces, the first confining pressure loading beam and the second confining pressure loading beam can be detachably connected with one end of the connecting piece, the other end of the connecting piece is rotationally connected with a fixing piece, and the fixingpiece is fixedly connected with the stand column. The test device is high in testing efficiency.

4. 发明专利

AU2020100405A4 A SLOP RISK COMPREHENSIVE ASSESSMENT METHOD BASED ON SLOPE FAILURES FORMS 未知
公开(公告)号：AU2020100405A4
公开(公告)日：2020-04-30
申请号：AU2020100405
申请日：2020-03-17
申请人： UNIV QINGDAO TECHNOLOGY
发明人： LI LIANG , CHU XUESONG , YUAN CHANGFENG , LU SHIBAO , HE KEQIANG , HU JUN , GAO YUAN , LING XIANZHANG
IPC分类号： G01B5/00 , E02D1/02 , G06F17/10
摘要： Abstract The invention relates to the field of slope stability and risk assessment, specifically relating to a slop risk comprehensive assessment method based on slope failures forms comprising, in accordance with statistical characteristics of cohesion c and internal friction angles 9 , generating n groups of combined values randomly conforming to statistical characteristics denoted as{ci, cpit)" ;getting minimum safety coefficient Fsg of the slope for the combined values in group i ; analysing the sliding distance dRi and influential distance di of the slope under combined values of group i by smooth particle hydrodynamics method; letting i = i+1 and repeating previous two steps to obtain the minimum safety coefficient, the sliding distance and influential distance under all combined values; averaging above indexes to obtain average safety coefficient, average sliding distance and average influential distance respectively; calculating normalized sliding distance and influential distance according to the location of structures in top and toe of the slop and, along with average safety coefficient, assessing the risk of slop comprehensively. The invention introduces smooth particle hydrodynamics method, employs sliding distance and influential distance, and combines limit equilibrium method to realize more visual and reasonable assessment of the slope stability and risk. Step 1.Generating n groups of combined values {cq, rpi}" of cohesion c and internal friction angles 9 randomly conforming to statistical characteristics; Step 2.Calculating the minimum safety coefficient Fsi of the slope for the combined values in group i; \/ Step 3.For combined values of group i, calculating the deformation form after slop failures, and further getting the sliding distance dRi and influential distance d, after slope failures; Step 4.For combined values in other groups, repeating previous two steps to obtain the minimum safety coefficient {Fsi}", the sliding distance {dRi =1 and influential distance{d 1,In, of the slope; Step 5.Averaging above three indexes to obtain average safety coefficient Fsm , average sliding distancedRm and average influential distance d1m; Step 6.Calculating normalized sliding distance d *Rm and normalized influential distance d Im and, along with average safety coefficient Fsm assessing the risk of slop comprehensively.

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