WO2020093863A1 - 一种基于下游构筑物受损程度的边坡安全度评价方法 - Google Patents

一种基于下游构筑物受损程度的边坡安全度评价方法 Download PDF

Info

Publication number
WO2020093863A1
WO2020093863A1 PCT/CN2019/112456 CN2019112456W WO2020093863A1 WO 2020093863 A1 WO2020093863 A1 WO 2020093863A1 CN 2019112456 W CN2019112456 W CN 2019112456W WO 2020093863 A1 WO2020093863 A1 WO 2020093863A1
Authority
WO
WIPO (PCT)
Prior art keywords
slope
safety
downstream
trajectory
degree
Prior art date
Application number
PCT/CN2019/112456
Other languages
English (en)
French (fr)
Inventor
李亮
翟明
褚雪松
于广明
路世豹
袁长丰
Original Assignee
青岛理工大学
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 青岛理工大学 filed Critical 青岛理工大学
Publication of WO2020093863A1 publication Critical patent/WO2020093863A1/zh

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00—Testing foundations or foundation structures
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/20—Securing of slopes or inclines
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/23—Dune restoration or creation; Cliff stabilisation

Definitions

  • the invention belongs to the field of slope safety evaluation and risk quantification, and particularly relates to a slope safety evaluation method based on the damage degree of downstream structures.
  • Landslides are one of the most common geological disasters, especially in summer, China suffers from landslides caused by rainfall every year. After a landslide occurs, the sliding soil and rock masses have an impact on the buildings or structures downstream of the slope, causing different degrees of damage.
  • the relatively large landslides that occurred in China include the Qianjiangping ancient landslide, the Chongqing Wulong landslide, and the residual mud-soil landslide in Guangming New District, Shenzhen, which caused different levels of damage to China. Therefore, it is particularly important to consider the safety evaluation of slopes in consideration of the degree of damage to the downstream structures of slopes.
  • the limit balance method and the finite element strength reduction method are generally used to search for the minimum safety factor, and the minimum safety factor index is used to evaluate the safety degree of the slope.
  • the degree of safety the damage factor of the buildings or structures and the uncertainties of the slope construction materials are not combined, and only the safety factor is used. Therefore, it cannot be evaluated intuitively, which is not conducive to the prevention and control of landslide risk. Therefore, when evaluating the safety of slopes with structures or buildings downstream, the rationality and effectiveness of the evaluation results need to be improved.
  • the present invention provides a method for evaluating the safety of slopes based on the damage degree of downstream structures, which can effectively solve the safety of slopes with structures or buildings downstream in the prior art.
  • the problem is not effective, reasonable and intuitive, which is not conducive to the prevention and control of landslide risk.
  • a slope safety evaluation method based on the damage degree of downstream structures and a slope safety evaluation method based on the damage degree of downstream structures, including the following steps:
  • Step 1 For the slope under study, due to the uncertainty of the mechanical parameters of the slope material, the upper and lower limit values of the mechanical parameters are determined based on the average and standard deviation ⁇ of the mechanical parameters of the material and the 3 ⁇ change rule of the mechanical parameters And within this limit, a series of parameter combination values are generated according to the assumption of uniform distribution
  • Step 4 Repeat Step 2 and Step 3 to get a series of distance values And a series of safety factors
  • Step 5 Calculate a series of distance values The average value of, recorded as d m , calculates a series of safety factors The average value of is recorded as Fs m ;
  • Step 6 Use the product of the average value of the distance value d m and the average value of the safety factor Fs m to evaluate the safety of the slope where the structure exists downstream.
  • the smooth particle hydrodynamic method is used to determine the trajectory of the sliding body, which can determine the degree of damage to the structure, and comprehensively consider the uncertainty of the construction material of the slope and the safety factor, and finally evaluate the degree of safety of the slope. Compared with the existing technology, it can A more intuitive assessment of the safety of slopes with structures or buildings downstream is conducive to the prevention and control of landslide risks.
  • step 3 the position of the downstream slope structure is marked as (x g , y g ), the particle at the farthest point in the trajectory is selected, and its position coordinates (x m , y m ) after sliding are determined;
  • step 5 the average value of the distance value d m is specifically The average value of the safety factor Fs m is specifically
  • the present invention has the following beneficial effects: the present invention firstly calculates the trajectory of the sliding body of the landslide by the smooth particle hydrodynamic method; secondly, it judges the distance from the furthest point of the sliding body to the structure, and judges the positive distance according to the over and not exceeding the structure Negative, and use the positive and negative distance values to initially evaluate the safety of the slope; again, considering the uncertainty of the slope material parameters, transform the different material parameters and repeat the above two steps, and save the farthest sliding body movement for each calculation The positive and negative distance value from point to structure; finally, the average value and safety factor of the positive and negative distance value are used to comprehensively evaluate the safety of the slope. Compared with the existing technology, the safety of the slope of the structure or building downstream is more Effective, reasonable and intuitive, it is conducive to the prevention and control of landslide risks.
  • FIG. 1 is a flowchart of a method for evaluating the safety of a slope based on the degree of damage to downstream structures according to the present invention
  • FIG. 2 is a schematic view of the location of clay soil slopes and structures according to an embodiment of the present invention
  • FIG. 3 is a motion trajectory diagram calculated by a smooth particle hydrodynamic method according to an embodiment of the present invention.
  • a method for evaluating the safety of a slope based on the degree of damage to downstream structures includes a method for evaluating the safety of slope based on the degree of damage to downstream structures, characterized in that : Includes the following steps,
  • Step S1 For the slope under study, due to the uncertainty of the mechanical parameters of the slope material, the upper and lower limit values of the mechanical parameters are determined based on the average value and standard deviation ⁇ of the mechanical parameters of the material, and the 3 ⁇ change rule of the mechanical parameters And within this limit, a series of parameter combination values are generated according to the uniform distribution
  • Step S4 Repeat steps 2 and 3 to obtain a series of distance values And a series of safety factors
  • Step S5 Calculate a series of distance values The average value of, recorded as d m , calculates a series of safety factors The average value of is recorded as Fs m ;
  • Step S6 Use the product of the average value of the distance value d m and the average value of the safety factor Fs m to evaluate the safety of the slope where the structure exists downstream.
  • the smooth particle hydrodynamic method is used to determine the trajectory of the sliding body, which can determine the degree of damage to the structure, and comprehensively consider the uncertainty of the construction material of the slope and the safety factor, and finally evaluate the degree of safety of the slope. Compared with the existing technology, it can A more intuitive assessment of the safety of slopes with structures or buildings downstream is conducive to the prevention and control of landslide risks.
  • step S3 The specific implementation of step S3 is that the position of the downstream slope structure is marked as (x g , y g ), the farthest point particle in the movement trajectory of the slope sliding body is selected, and its position coordinates (x m , y m );
  • step S5 the average value d m of the distance values is specifically The average value of the safety factor Fs m is specifically
  • the average value of the cohesive force c of the soil is 15.0kPa.
  • the standard deviation ⁇ is 1.67kPa.
  • the value of the distance value d 1 is used to quantify the degree of damage to the downstream structure (ie, water tower). The smaller the value, the greater the damage to the structure (ie, water tower), and vice versa.
  • Step S4 For the remaining 10 sets of parameter combinations, the same calculation method and calculation steps are adopted to obtain the corresponding safety factor value And the corresponding distance value (that is, the degree of damage) Table 1 summarizes detailed information on safety factors and distance values;
  • Step S6 the comprehensive safety of the slope after evaluation is -0.79.
  • the traditional slope safety evaluation method does not consider the damage degree of downstream buildings or structures, and only uses the traditional safety factor to evaluate the safety degree of the slope.
  • the average value of the safety factor given by the simplified Bishop method is 1.08; the method of the present invention uses a smooth particle hydrodynamic method to determine the sliding trajectory, and judges the degree of damage by comparing with the position of the structure. It shows that the structure has a certain risk of being hit. The farthest particle on the trajectory of the sliding body is 0.78m away from the center position, which needs attention in the slope protection process.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

本发明属于边坡安全评价与风险量化领域，尤其涉及一种基于下游构筑物受损程度的边坡安全度评价方法，包括如下步骤，步骤1：根据边坡材料力学参数的不确定性，假定生成一系列参数组合值步骤2：基于第i组参数组合c i，i＝1,2...,N，计算其边坡的安全系数Fs i和边坡滑动体的运动轨迹；步骤3：计算下游边坡构筑物的位置和边坡滑动体的运动轨迹中最远点之间的距离d i；步骤4：重复步骤2、3，得到一系列距离值和安全系数步骤5：计算上述距离值和安全系数的平均值，记为d m、Fs m；步骤6：利用d m和Fs m的乘积对下游存在构筑物边坡的安全度进行评价。本发明能有效解决现有技术中在评价下游存在构筑物或建筑物的边坡的安全度时不够有效、合理、直观，不利于滑坡风险防治的问题。

Description

一种基于下游构筑物受损程度的边坡安全度评价方法 技术领域
本发明属于边坡安全评价与风险量化领域，尤其涉及一种基于下游构筑物受损程度的边坡安全度评价方法。
背景技术
滑坡是一种非常常见的地质灾害之一，尤其在夏季，我国每年都会遭受降雨引发的滑坡灾害。发生滑坡之后，滑动的土体和岩体对边坡下游的建筑物或构筑物产生冲击作用，造成不同程度的损害。发生在我国比较大型的滑坡有，千将坪古滑坡，重庆武隆滑坡和深圳光明新区余泥渣土滑坡，给我国造成了不同程度的损失。因此，考虑边坡下游构筑物受损程度的边坡安全评价就显得尤为重要。
在边坡安全评价领域，一般采用极限平衡方法和有限元强度折减法进行最小安全系数的搜索，利用最小安全系数指标来评价边坡安全程度。然而，对于下游存在构筑物或建筑物的边坡而言，在评价其安全程度时，因为没有结合滑动体对建筑物或构筑物的损害程度以及边坡构筑材料的不确定性，而仅依靠安全系数，故不能直观地进行评价，不利于滑坡风险的防治。所以目前在评价下游存在构筑物或者建筑物的边坡安全程度时，在评价结果的合理和有效性上亟待提高。
发明内容
根据以上现有技术的不足，本发明提供了一种基于下游构筑物受损程度的边坡安全度评价方法，其能有效解决现有技术中在评价下游存在构筑物或建筑物的边坡的安全度时不够有效、合理、直观，不利于滑坡风险防治的问题。
本发明解决的技术问题采用的技术方案为：
一种基于下游构筑物受损程度的边坡安全度评价方法，一种基于下游构筑 物受损程度的边坡安全度评价方法，包括如下步骤：
步骤1：针对所研究的边坡，因边坡材料力学参数的不确定性，基于材料力学参数的平均值和标准差σ，并根据材料力学参数3σ变化法则，确定力学参数的上下限值，并在此限值内按照均匀分布假定生成一系列参数组合值
Figure PCTCN2019112456-appb-000001
步骤2：基于第i组参数组合c i，i＝1,2...,N，计算其边坡的安全系数Fs i，并采用光滑粒子流体动力学方法计算边坡滑动体的运动轨迹，并记录每个粒子所代表土体单元的最终位置；
步骤3：根据下游边坡构筑物的位置和步骤2中得到的边坡滑动体的运动轨迹中最远点粒子位置的相对关系，计算两者之间的距离d i，i＝1,2...,N；
步骤4：重复步骤2和步骤3，得到一系列距离值
Figure PCTCN2019112456-appb-000002
和一系列的安全系数
Figure PCTCN2019112456-appb-000003
步骤5：计算一系列距离值
Figure PCTCN2019112456-appb-000004
的平均值，记为d m，计算一系列安全系数
Figure PCTCN2019112456-appb-000005
的平均值，记为Fs m；
步骤6：利用距离值的平均值d m和安全系数的平均值Fs m的乘积对下游存在构筑物边坡的安全度进行评价。
通过光滑粒子流体动力学方法确定滑动体轨迹，能够确定构筑物受损程度，并综合考虑边坡构筑材料的不确定性以及安全系数，最终评价边坡安全程度，相对于现有技术而言，能更加直观的评价下游存在构筑物或建筑物的边坡的安全程度，有利于滑坡风险的防治。
其中，优选方式为：
在步骤2中，利用极限平衡方法中的简化毕晓普法计算边坡的安全系数Fs i，i＝1,2...,N。
步骤3的具体实现为，下游边坡构筑物的位置坐标记为(x g,y g)，选取运动轨迹中最远点粒子，并确定其滑动后的位置坐标(x m,y m)；
计算下游边坡构筑物和运动轨迹中最远点粒子两者之间的距离值d i，其中，
Figure PCTCN2019112456-appb-000006
若运动轨迹中最远点粒子超过构筑物，则距离值d i取负值，即
Figure PCTCN2019112456-appb-000007
否则，距离值d i保持不变。
在步骤5中，距离值的平均值d m具体为
Figure PCTCN2019112456-appb-000008
安全系数的平均值Fs m具体为
Figure PCTCN2019112456-appb-000009
本发明具有以下有益效果：本发明首先通过光滑粒子流体动力学方法计算滑坡滑动体的运动轨迹；其次，判断滑动体最远点至构筑物的距离，并根据超过和未超过构筑物来判断距离的正负，并用该正负距离值初步评价边坡的安全度；再次，考虑边坡材料参数的不确定性，变换不同的材料参数重复以上两步计算，并保存每次计算时滑动体运动最远点至构筑物的正负距离值；最后利用该正负距离值的均值和安全系数来综合评价边坡安全度，相比于现有技术，评价下游存在构筑物或者建筑物的边坡安全度时更加有效、合理、直观，有利于滑坡风险的防治。
附图说明
图1是本发明所述基于下游构筑物受损程度的边坡安全度评价方法的流程图；
图2是本发明所提供实施例的粘性土边坡与构筑物位置示意图；
图3是本发明所提供实施例的光滑粒子流体动力学方法计算所得运动轨迹图。
具体实施方式
下面结合附图对本发明做进一步描述。
实施例一：
如图1～图3所示，本发明所述的一种基于下游构筑物受损程度的边坡安全度评价方法，包括一种基于下游构筑物受损程度的边坡安全度评价方法，其特征在于：包括如下步骤，
步骤S1：针对所研究的边坡，因边坡材料力学参数的不确定性，基于材料力学参数的平均值和标准差σ，并根据材料力学参数3σ变化法则，确定力学参数的上下限值，并在此限值内按照均匀分布假定生成一系列参数组合值
Figure PCTCN2019112456-appb-000010
步骤S2：基于第i组参数组合c i，i＝1,2...,N，计算其边坡的安全系数Fs i，并采用光滑粒子流体动力学方法计算边坡滑动体的运动轨迹，并记录每个粒子所代表土体单元的最终位置；
步骤S3：根据下游边坡构筑物的位置和步骤2中得到的边坡滑动体的运动轨迹中最远点粒子位置的相对关系，计算两者之间的距离d i，i＝1,2...,N；
步骤S4：重复步骤2和步骤3，得到一系列距离值
Figure PCTCN2019112456-appb-000011
和一系列的安全系数
Figure PCTCN2019112456-appb-000012
步骤S5：计算一系列距离值
Figure PCTCN2019112456-appb-000013
的平均值，记为d m，计算一系列安全系数
Figure PCTCN2019112456-appb-000014
的平均值，记为Fs m；
步骤S6：利用距离值的平均值d m和安全系数的平均值Fs m的乘积对下游存在构筑物边坡的安全度进行评价。
通过光滑粒子流体动力学方法确定滑动体轨迹，能够确定构筑物受损程度，并综合考虑边坡构筑材料的不确定性以及安全系数，最终评价边坡安全程度，相对于现有技术而言，能更加直观的评价下游存在构筑物或建筑物的边坡的安全程度，有利于滑坡风险的防治。
在步骤S2中，利用极限平衡方法中的简化毕晓普法计算边坡的安全系数Fs i，i＝1,2...,N。
步骤S3的具体实现为，下游边坡构筑物的位置坐标记为(x g,y g)，选取边坡滑动体的运动轨迹中最远点粒子，并确定其滑动后的位置坐标(x m,y m)；
计算下游边坡构筑物和运动轨迹中最远点粒子两者之间的距离值d i，其中，
Figure PCTCN2019112456-appb-000015
若运动轨迹中最远点粒子超过构筑物，则距离值d i取负值，即
Figure PCTCN2019112456-appb-000016
否则，距离值d i保持不变。
在步骤S5中，距离值的平均值d m具体为
Figure PCTCN2019112456-appb-000017
安全系数的平均值Fs m具体为
Figure PCTCN2019112456-appb-000018
以下是本发明所述方法在具体应用场景中的应用。
步骤S1，如图2所示，某粘性土边坡，坡高4m，土的重度γ＝20kN/m3，内摩擦角
Figure PCTCN2019112456-appb-000019
土的粘聚力c均值为15.0kPa，考虑粘聚力c的不确定性，其标准差σ为1.67kPa，根据3σ法则，在10kPa到20kPa区间内，均匀生成N＝11个c值，即c i＝i+9.0,i＝1,2,....,11；
步骤S2，在第一组参数c 1下，即γ＝20kN/m3，
Figure PCTCN2019112456-appb-000020
c 1＝10kPa，按照极限平衡方法中的简化毕晓普法计算其安全系数Fs 1为0.73；将图2所示边坡离散为9020个直径为0.1m的圆形粒子，将以上三个参数输入光滑粒子流体动力学方法程序中，得到滑动体运动轨迹图，如图3所示；
步骤S3，从滑动体运动轨迹图中可以读出，滑动体运动轨迹上最远点粒子的位置大致位于x m＝5，y m＝2.0；水塔坐标为x g＝10.0，y g＝2.0，因此滑动体运动轨迹上的最远点与水塔之间的距离值d 1＝5.0，又因为该滑动体运动轨迹上的最远点粒子超过了构筑物(即水塔)，因此距离值取负值，即d 1＝-5.0。本发明中，利用距离值d 1的值来量化下游构筑物(即水塔)的受损程度，该值越小表明构筑物(即水塔)的受损程度越大，反之亦然。
步骤S4，针对其余10组参数组合，采取相同的计算方法和计算步骤，可以得到相应的安全系数值
Figure PCTCN2019112456-appb-000021
和相应的距离值(即受损程度)
Figure PCTCN2019112456-appb-000022
表1汇总了安全系数和距离值的详细信息；
i 1 2 3 4 5 6 7 8 9 10 11
d i -5.0 -4.6 -3.0 -1.7 -1.0 -0.54 -0.15 2.0 2.0 2.0 2.0
Fs i 0.73 0.8 0.87 0.94 1.02 1.09 1.16 1.22 1.28 1.35 1.43
表1
步骤S5，基于上述所得安全系数值和距离值，分别计算距离平均值d m＝-0.73和安全系数的平均值Fs m＝1.08。
步骤S6，综合评定后的边坡安全度为-0.79。
为了证明本发明方法的有效性，现进行对比分析，传统的边坡安全评价方法不考虑下游建筑物或构筑物的受损程度，仅仅用传统的安全系数来评价边坡的安全程度，对于本例，简化毕晓普法给出的安全系数平均值为1.08；本发明方法利用光滑粒子流体动力学方法确定滑动轨迹，通过与构筑物位置的比对判断其受损程度，受损程度平均值为-0.78，说明构筑物存在一定被撞击的风险，滑动体运动轨迹上的最远粒子距离其中心位置有0.78m，在边坡防护过程中需要引起重视。
综上，通过对比发现，传统方法仅依靠安全系数来评价边坡安全程度，没有直观地反映对下游构筑物或建筑物的危害程度，不利于滑坡风险的防治，通过实例对比分析验证了本发明的有效性。
以上所述为本发明的实施例，并非因此限制本发明的专利范围，凡是利用本发明说明书以及附图内容所作的等效结构或等效流程变换，或直接或间接运用在其他相关的技术领域，均同理包括在本发明的专利保护范围内。

Claims (4)

  1. 一种基于下游构筑物受损程度的边坡安全度评价方法，其特征在于：包括如下步骤，
    步骤1：针对所研究的边坡，因边坡材料力学参数的不确定性，基于材料力学参数的平均值和标准差σ，并根据材料力学参数3σ变化法则，确定力学参数的上下限值，并在此限值内按照均匀分布假定生成一系列参数组合值
    Figure PCTCN2019112456-appb-100001
    步骤2：基于第i组参数组合c i，i＝1,2...,N，计算其边坡的安全系数Fs i，并采用光滑粒子流体动力学方法计算边坡滑动体的运动轨迹，并记录每个粒子所代表土体单元的最终位置；
    步骤3：根据下游边坡构筑物的位置和步骤2中得到的边坡滑动体的运动轨迹中最远点粒子位置的相对关系，计算两者之间的距离d i，i＝1,2...,N；
    步骤4：重复步骤2和步骤3，得到一系列距离值
    Figure PCTCN2019112456-appb-100002
    和一系列的安全系数
    Figure PCTCN2019112456-appb-100003
    步骤5：计算一系列距离值
    Figure PCTCN2019112456-appb-100004
    的平均值，记为d m，计算一系列安全系数
    Figure PCTCN2019112456-appb-100005
    的平均值，记为Fs m；
    步骤6：利用距离值的平均值d m和安全系数的平均值Fs m的乘积对下游存在构筑物边坡的安全度进行评价。
  2. 根据权利要求1所述的基于下游构筑物受损程度的边坡安全度评价方法，其特征在于：在步骤2中，利用极限平衡方法中的简化毕晓普法计算边坡的安全系数Fs i，i＝1,2...,N。
  3. 根据权利要求1所述的基于下游构筑物受损程度的边坡安全度评价方法，其特征在于：步骤3的具体实现为，下游边坡构筑物的位置坐标记为(x g,y g)，选取边坡滑动体的运动轨迹中最远点粒子，并确定其滑动后的位置坐标(x m,y m)；
    计算下游边坡构筑物和运动轨迹中最远点粒子两者之间的距离值d i，其中，
    Figure PCTCN2019112456-appb-100006
    若运动轨迹中最远点粒子超过构筑物，则距离值d i取负值，即
    Figure PCTCN2019112456-appb-100007
    否则，距离值d i保持不变。
  4. 根据权利要求1所述的基于下游构筑物受损程度的边坡安全度评价方法，其特征在于：在步骤5中，距离值的平均值d m具体为
    Figure PCTCN2019112456-appb-100008
    安全系数的平均值Fs m具体为
    Figure PCTCN2019112456-appb-100009
PCT/CN2019/112456 2018-11-08 2019-10-22 一种基于下游构筑物受损程度的边坡安全度评价方法 WO2020093863A1 (zh)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201811323341.7A CN109457739B (zh) 2018-11-08 2018-11-08 一种基于下游构筑物受损程度的边坡安全度评价方法
CN201811323341.7 2018-11-08

Publications (1)

Publication Number Publication Date
WO2020093863A1 true WO2020093863A1 (zh) 2020-05-14

Family

ID=65609669

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2019/112456 WO2020093863A1 (zh) 2018-11-08 2019-10-22 一种基于下游构筑物受损程度的边坡安全度评价方法

Country Status (3)

Country Link
CN (1) CN109457739B (zh)
WO (1) WO2020093863A1 (zh)
ZA (1) ZA201907322B (zh)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113887074A (zh) * 2021-10-25 2022-01-04 青岛理工大学 一种水库大坝上游边坡最优坡角确定的新方法

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109457739B (zh) * 2018-11-08 2019-06-18 青岛理工大学 一种基于下游构筑物受损程度的边坡安全度评价方法
CN110298577B (zh) * 2019-06-21 2022-04-05 济南大学 一种基于dpsir模型的沿河村落山洪灾害风险评价方法及系统
CN110569609B (zh) * 2019-09-12 2020-04-17 青岛理工大学 一种边坡失稳后粒子位移临界值的确定方法
CN110765614A (zh) * 2019-10-24 2020-02-07 青岛理工大学 一种基于滑坡破坏形态的边坡风险综合评估方法

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006252128A (ja) * 2005-03-10 2006-09-21 Shimizu Corp 斜面崩壊予測および周辺地域への避難情報伝達システム
JP2008121185A (ja) * 2006-11-08 2008-05-29 Railway Technical Res Inst 安全率計算装置および安全率計算方法
CN101538861A (zh) * 2009-04-21 2009-09-23 中国科学院武汉岩土力学研究所 公路边坡稳定性分级评估方法
CN101936008A (zh) * 2010-09-30 2011-01-05 东北大学 岩体边坡三维模型及块体滑落分析方法
CN107908849A (zh) * 2017-11-08 2018-04-13 青岛理工大学 滑坡危险度量化方法
CN109457739A (zh) * 2018-11-08 2019-03-12 青岛理工大学 一种基于下游构筑物受损程度的边坡安全度评价方法

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017116971A (ja) * 2015-12-21 2017-06-29 公益財団法人鉄道総合技術研究所 降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システム
CN106205060B (zh) * 2016-08-19 2018-03-27 临沂大学 用于露天矿坑尾矿库边坡滑坡预警预报方法
CN107516401A (zh) * 2017-08-02 2017-12-26 深圳市盛路物联通讯技术有限公司 一种山体滑坡监测方法和系统

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006252128A (ja) * 2005-03-10 2006-09-21 Shimizu Corp 斜面崩壊予測および周辺地域への避難情報伝達システム
JP2008121185A (ja) * 2006-11-08 2008-05-29 Railway Technical Res Inst 安全率計算装置および安全率計算方法
CN101538861A (zh) * 2009-04-21 2009-09-23 中国科学院武汉岩土力学研究所 公路边坡稳定性分级评估方法
CN101936008A (zh) * 2010-09-30 2011-01-05 东北大学 岩体边坡三维模型及块体滑落分析方法
CN107908849A (zh) * 2017-11-08 2018-04-13 青岛理工大学 滑坡危险度量化方法
CN109457739A (zh) * 2018-11-08 2019-03-12 青岛理工大学 一种基于下游构筑物受损程度的边坡安全度评价方法

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113887074A (zh) * 2021-10-25 2022-01-04 青岛理工大学 一种水库大坝上游边坡最优坡角确定的新方法
CN113887074B (zh) * 2021-10-25 2024-04-12 青岛理工大学 一种水库大坝上游边坡最优坡角确定的方法

Also Published As

Publication number Publication date
ZA201907322B (en) 2022-03-30
CN109457739A (zh) 2019-03-12
CN109457739B (zh) 2019-06-18

Similar Documents

Publication Publication Date Title
WO2020093863A1 (zh) 一种基于下游构筑物受损程度的边坡安全度评价方法
WO2021174665A1 (zh) 一种用于评估基坑开挖边坡失稳面积放大效应的方法
WO2021189612A1 (zh) 一种基坑开挖边坡安全系数的计算方法
WO2022121749A1 (zh) 一种考虑土体非达西固结的单桩竖向承载时变效应计算方法
CN108256141B (zh) 一种基于Copula理论的主余震联合易损性分析方法
CN106886682B (zh) 用于单裂隙中溶质运移数值模拟的随机行走粒子追踪方法
Bourennane et al. Uncertainty assessment of soil water content spatial patterns using geostatistical simulations: an empirical comparison of a simulation accounting for single attribute and a simulation accounting for secondary information
WO2021047121A1 (zh) 一种边坡失稳后粒子位移临界值的确定方法
Yan et al. A novel fast overrelaxation updating method for continuous-discontinuous cellular automaton
CN110765614A (zh) 一种基于滑坡破坏形态的边坡风险综合评估方法
CN103149340A (zh) 一种利用降雨量测定滑坡稳定性的动力监测方法
CN111931369B (zh) 降雨型滑坡稳定性分析及运动距离测算方法、设备及介质
CN115689293B (zh) 一种基于压力-状态-响应框架的城市内涝韧性评估方法
Abdulkadir et al. Use of Horton infiltration model in estimating infiltration characteristics of an alfisol in the Northern Guinea Savanna of Nigeria
CN103334418A (zh) 确定地基承载力的新方法
Yeh et al. Rainfall characteristics for anisotropic conductivity of unsaturated soil slopes
AU2020100404A4 (en) A method to assess slope safety based on downstream structures’ damaged degree
CN107688715A (zh) 模拟温湿度耦合下混凝土氯离子浓度场数值方法
CN107908849B (zh) 滑坡危险度量化方法
CN110243700A (zh) 受荷地基塑性区动态发展的非接触式模型试验观测方法
CN110516301A (zh) 核电厂防波堤的地震安全评价方法
CN116486584A (zh) 一种基于概率分析的降雨型浅层滑坡预警方法
CN111783340B (zh) 基于固定拉格朗日坐标系建立非饱和大变形固结分析数学模型的方法
Tian et al. Impact of multivariate cross-correlation between soil parameters on maximum longitudinal deformation of an operating tunnel induced by ground surface surcharge
WO2021223198A1 (zh) 滑坡危险度量化方法

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 19881282

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 19881282

Country of ref document: EP

Kind code of ref document: A1