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中国科学院水利部成都山地灾害与环境研究所机构知识库
KMS Institute of Mountain Hazards and Environment,CAS
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646
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External: 613
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1.
崩塌滚石灾害形成演化机理与减灾关键技术
[413]
2.
岩质滑坡启动的滑面微观力学机理
[334]
3.
一种恒阻大变形锚杆/锚索及其设计方法
[275]
4.
A new method to calculate lateral force acting on stabilizing pile..
[272]
5.
Limit analysis of the stability of slopes reinforced with anchors
[256]
6.
震时刚性挡墙的失效机理与柔性防护措施
[252]
7.
Evaluation of permanent landslide displacement induced by earthqua..
[230]
8.
Numerical studies of the position of piles in slope
[222]
9.
Simulation of the sliding process of Donghekou landslide triggered..
[218]
10.
Seismic Stability of Gravity Retaining Walls Under Combined Horizo..
[211]
11.
Failure mechanism and seismic design of retaining wall in earthqua..
[210]
12.
A generalized limit equilibrium method for the solution of active ..
[210]
13.
地震作用下滑坡永久位移预测
[208]
14.
地震作用下桩锚组合结构加固边坡稳定性分析
[204]
15.
西部强震山区公路重大地质灾害致灾机理用与风险防控关键技术
[200]
16.
震后沟道泥石流启动条件——松散堆积体雨中失稳的水力学机理分析
[195]
17.
第12章 强震带边坡位移控制设计与柔性防护技术
[191]
18.
黏性泥石流沟道侵蚀启动机制研究
[185]
19.
Study on the rainfall and aftershock threshold for debris flow of ..
[185]
20.
一种桥墩防撞结构体
[184]
21.
Geo-engineered buffer capacity of two-layered absorbing system und..
[183]
22.
Failure Mechanisms of Post-Earthquake Bedrock Landslides in Respon..
[180]
23.
Study on simulation and regeneration of roughness profile of rock ..
[173]
24.
Failure mechanism of retaining wall in earthquake and its seismic ..
[173]
25.
约束条件下粗细混合颗粒动力机理分析
[171]
26.
Assessment of prospective hazards resulting from the 2017 earthqua..
[170]
27.
地震波作用下抗滑桩的失效机理
[163]
28.
后缘裂缝水对岩质滑坡的作用机理
[162]
29.
震后裂缝危岩体的失稳机理与诊断方法
[160]
30.
四川滑坡灾害的特点·成因及防治措施
[159]
31.
开挖卸荷岩质坡体的断裂破坏机理
[156]
32.
震后暴雨型岩质滑坡启动机理
[153]
33.
地震诱发岩体崩塌的力学机制
[150]
34.
非线性破坏准则的竖直边坡稳定性分析
[149]
35.
Discrete element modeling of debris avalanche impact on retaining ..
[149]
36.
震时锚索失效机理与新型耗能减震锚索设计
[145]
37.
一种泥石流石笼防治结构体
[144]
38.
滚石冲击荷载作用下土体屈服特性研究
[142]
39.
Numerical analysis of effect of baffle configuration on impact for..
[142]
40.
震诱发岩体崩塌的力学机制
[140]
41.
裂缝冰胀力作用下高寒危岩体失稳破坏机理
[140]
42.
一种防治沟道泥石流起动的结构体及其设计方法
[137]
43.
考虑弹塑性变形的泥石流大块石冲击力计算
[133]
44.
坡面颗粒侵蚀的水力学机理
[131]
45.
一种泥石流石笼防治结构体及其设计方法
[131]
46.
Effects of segregation in binary granular mixture avalanches down ..
[131]
47.
Application of the material point method to simulate the post-fail..
[131]
48.
滚石冲击碰撞恢复系数研究
[129]
49.
降雨作用下坡面水流对松散颗粒的侵蚀机理
[128]
50.
切向荷载下弹塑性材料的微观位移特性
[128]
51.
基于上限定理的桩-锚组合结构设计理论研究
[128]
52.
强震后山区公路地质灾害演变规律及防灾减灾成套技术
[128]
53.
泥石流大块石冲击力的简化计算
[127]
54.
第15章 崩塌滚石灾害防治理论与关键技术
[127]
55.
颗粒弹塑性碰撞理论模型
[126]
56.
塑性强化材料颗粒的微观接触摩擦研究
[125]
57.
Initiation and displacement analysis of cohesive soil slopes by di..
[125]
58.
降雨型泥石流对沟床侵蚀的水力学机理
[124]
59.
预应力锚杆作用机制的进一步分析
[118]
60.
滚石对垫层材料的冲击特性研究
[114]
61.
新型耗能减震滚石棚洞作用机制研究
[113]
62.
Mechanism of action of cracks water on rock landslide in rainfall
[113]
63.
贯通滑面咬合凸体的解锁机理及强度分析
[112]
64.
隧道口柔性鼻形滚石排导棚洞结构体及其设计方法
[107]
65.
棚洞
[106]
66.
降雨作用下坡面侵蚀的水动力机理
[105]
67.
震灾环境下公路支挡防护关键技术及工程应用
[105]
68.
嵌岩抗拔桩作用机制研究
[104]
69.
第11章 震后滑坡崩塌形成条件与机理
[103]
70.
Seismic stability analysis of gravity retaining walls
[102]
71.
Seismic Displacement of Slopes Reinforced with Piles
[101]
72.
基于上限定理的城市建筑基坑开挖条件分析
[98]
73.
Hydraulic mechanism and time-dependent characteristics of loose gu..
[97]
74.
泡沫铝夹芯板加固山区跨泥石流桥墩抗冲结构优化研究
[95]
75.
Dynamic response and optimization of an inclined steel rock shed b..
[95]
76.
基于上限定理的边坡横向条分稳定计算
[91]
77.
第13章 滚石形成机理、运动模拟与潜在破坏能力评价
[90]
78.
滚石灾害研究现状及发展趋势
[89]
79.
波纹圆管状金属耗能器在棚洞工程中的耗能机理研究
[85]
80.
滚石冲击闭孔泡沫铝夹芯板耗能缓冲机理研究
[75]
81.
山区桥墩抗滚石冲击的双腔椭圆偏心包裹结构研究
[70]
82.
典型红层滑坡滑带土自愈合效应试验研究
[70]
83.
Investigation of influence of baffles on landslide debris mobility..
[62]
84.
基于损伤理论的颗粒材料接触摩擦特性研究
[51]
85.
Design and optimisation of a protective device for bridge piers ag..
[45]
86.
Fracture of rocks in the mountains of Southeast Tibet under hydrot..
[42]
87.
Numerical studies of the position of piles in slope stabilization
[26]
88.
前期有效降雨对滑坡启动影响分析
[25]
89.
Fracture of rocks in southeast Tibet mountains under hydro-thermal..
[24]
90.
震后暴雨型岩质滑坡启动机理
[21]
91.
滑坡防治构筑单体与系统
[20]
92.
滚石冲击荷载下棚洞结构动力响应
[19]
93.
棚洞及其设计方法
[18]
94.
MPM evaluation of the dynamic runout process of the giant Daguangb..
[17]
95.
隧道口柔性鼻形滚石排导棚洞结构体
[13]
96.
耗能式滚石防护系统
[9]
97.
一种防治沟道泥石流起动的结构体
[9]
98.
震后沟道泥石流启动条件——松散堆积体雨中失稳的水力学机制分析
[7]
99.
叠缩套管减振装置、落石减振棚洞
[7]
100.
强震荷载下裂缝岩体拉剪破坏机理
[6]
Downloads
1.
岩质滑坡启动的滑面微观力学机理
[39]
2.
崩塌滚石灾害形成演化机理与减灾关键技术
[25]
3.
西部强震山区公路重大地质灾害致灾机理用与风险防控关键技术
[22]
4.
Limit analysis of the stability of slopes reinforced with anchors
[20]
5.
地震作用下滑坡永久位移预测
[16]
6.
震后暴雨型岩质滑坡启动机理
[15]
7.
地震诱发岩体崩塌的力学机制
[14]
8.
震后沟道泥石流启动条件——松散堆积体雨中失稳的水力学机理分析
[14]
9.
Simulation of the sliding process of Donghekou landslide triggered..
[14]
10.
一种恒阻大变形锚杆/锚索及其设计方法
[14]
11.
Assessment of prospective hazards resulting from the 2017 earthqua..
[14]
12.
震诱发岩体崩塌的力学机制
[13]
13.
Evaluation of permanent landslide displacement induced by earthqua..
[13]
14.
基于上限定理的桩-锚组合结构设计理论研究
[12]
15.
坡面颗粒侵蚀的水力学机理
[11]
16.
黏性泥石流沟道侵蚀启动机制研究
[11]
17.
震时锚索失效机理与新型耗能减震锚索设计
[11]
18.
震后裂缝危岩体的失稳机理与诊断方法
[10]
19.
Seismic Stability of Gravity Retaining Walls Under Combined Horizo..
[10]
20.
降雨作用下坡面水流对松散颗粒的侵蚀机理
[9]
21.
泥石流大块石冲击力的简化计算
[9]
22.
A generalized limit equilibrium method for the solution of active ..
[9]
23.
降雨型泥石流对沟床侵蚀的水力学机理
[9]
24.
隧道口柔性鼻形滚石排导棚洞结构体及其设计方法
[9]
25.
Seismic stability analysis of gravity retaining walls
[8]
26.
Effects of segregation in binary granular mixture avalanches down ..
[8]
27.
滚石冲击荷载作用下土体屈服特性研究
[7]
28.
新型耗能减震滚石棚洞作用机制研究
[7]
29.
Failure mechanism and seismic design of retaining wall in earthqua..
[7]
30.
开挖卸荷岩质坡体的断裂破坏机理
[7]
31.
贯通滑面咬合凸体的解锁机理及强度分析
[7]
32.
约束条件下粗细混合颗粒动力机理分析
[7]
33.
地震波作用下抗滑桩的失效机理
[6]
34.
预应力锚杆作用机制的进一步分析
[6]
35.
Numerical studies of the position of piles in slope
[6]
36.
Discrete element modeling of debris avalanche impact on retaining ..
[6]
37.
地震作用下桩锚组合结构加固边坡稳定性分析
[6]
38.
第12章 强震带边坡位移控制设计与柔性防护技术
[6]
39.
Application of the material point method to simulate the post-fail..
[6]
40.
考虑弹塑性变形的泥石流大块石冲击力计算
[5]
41.
Mechanism of action of cracks water on rock landslide in rainfall
[5]
42.
Failure Mechanisms of Post-Earthquake Bedrock Landslides in Respon..
[5]
43.
第11章 震后滑坡崩塌形成条件与机理
[5]
44.
强震后山区公路地质灾害演变规律及防灾减灾成套技术
[5]
45.
非线性破坏准则的竖直边坡稳定性分析
[4]
46.
滚石对垫层材料的冲击特性研究
[4]
47.
颗粒弹塑性碰撞理论模型
[4]
48.
切向荷载下弹塑性材料的微观位移特性
[4]
49.
基于上限定理的边坡横向条分稳定计算
[4]
50.
Seismic Displacement of Slopes Reinforced with Piles
[4]
51.
A new method to calculate lateral force acting on stabilizing pile..
[4]
52.
Hydraulic mechanism and time-dependent characteristics of loose gu..
[4]
53.
一种防治沟道泥石流起动的结构体及其设计方法
[4]
54.
Initiation and displacement analysis of cohesive soil slopes by di..
[4]
55.
Numerical analysis of effect of baffle configuration on impact for..
[4]
56.
Design and optimisation of a protective device for bridge piers ag..
[4]
57.
震灾环境下公路支挡防护关键技术及工程应用
[4]
58.
典型红层滑坡滑带土自愈合效应试验研究
[4]
59.
塑性强化材料颗粒的微观接触摩擦研究
[3]
60.
一种泥石流石笼防治结构体及其设计方法
[3]
61.
Geo-engineered buffer capacity of two-layered absorbing system und..
[3]
62.
滚石冲击闭孔泡沫铝夹芯板耗能缓冲机理研究
[3]
63.
Investigation of influence of baffles on landslide debris mobility..
[3]
64.
棚洞及其设计方法
[3]
65.
滑坡防治构筑单体与系统
[3]
66.
降雨作用下坡面侵蚀的水动力机理
[2]
67.
四川滑坡灾害的特点·成因及防治措施
[2]
68.
嵌岩抗拔桩作用机制研究
[2]
69.
滚石冲击碰撞恢复系数研究
[2]
70.
基于上限定理的城市建筑基坑开挖条件分析
[2]
71.
Failure mechanism of retaining wall in earthquake and its seismic ..
[2]
72.
第15章 崩塌滚石灾害防治理论与关键技术
[2]
73.
裂缝冰胀力作用下高寒危岩体失稳破坏机理
[2]
74.
一种桥墩防撞结构体
[2]
75.
棚洞
[2]
76.
Dynamic response and optimization of an inclined steel rock shed b..
[2]
77.
Study on the rainfall and aftershock threshold for debris flow of ..
[1]
78.
震时刚性挡墙的失效机理与柔性防护措施
[1]
79.
后缘裂缝水对岩质滑坡的作用机理
[1]
80.
第13章 滚石形成机理、运动模拟与潜在破坏能力评价
[1]
81.
一种泥石流石笼防治结构体
[1]
82.
泡沫铝夹芯板加固山区跨泥石流桥墩抗冲结构优化研究
[1]
83.
波纹圆管状金属耗能器在棚洞工程中的耗能机理研究
[1]
Research Outputs
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