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中国科学院力学研究所机构知识库
Knowledge Management System of Institue of Mechanics, CAS
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A block particle coupled model and its application to landslides
期刊论文
Theoretical and Applied Mechanics Letters, 2020, 卷号: 2, 页码: 79-86
Authors:
Feng C(冯春)
;
Li SH(李世海)
;
Lin QD(林钦栋)
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Submit date:2021/01/29
Plastic Effect on the Sliding Inception Between a Cylinder and a Rigid Flat
期刊论文
ACTA MECHANICA SOLIDA SINICA, 2019, 卷号: 32, 期号: 1, 页码: 1-16
Authors:
Zhang S
;
Huan J
;
Song H
;
Liu XM(刘小明)
;
Wei YG(魏悦广)
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View/Download:299/103
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Submit date:2019/04/11
Material yielding
Local slip
Contact stiffness criterion
Finite element simulation
利用锤击试验及数值反演获取岩体平行结构面接触刚度的可行性研究
期刊论文
岩土工程学报, 2016, 卷号: 38, 期号: 10, 页码: 1911-1916
Authors:
郭汝坤
;
冯春
;
唐德泓
;
乔继延
;
李世海
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View/Download:336/67
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Submit date:2017/02/24
Structural Plane Stiffness
Field Test
Hammer Shock
Stress Wave
Linear Contact Hypothesis
On the degradation of granular materials due to internal erosion
期刊论文
Acta Mechanica Sinica, 2015, 卷号: 31, 期号: 5, 页码: 685-697
Authors:
Wang XL(王晓亮)
;
Li JC(李家春)
;
Li, JC (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, 15 Beisihuanxi Rd, Beijing 100190, Peoples R China.
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Submit date:2016/01/07
Internal Erosion
Degradation
Granular Materials
Discrete Element Method
A two-scale contact model for collisions between blocks in CDEM
期刊论文
SCIENCE CHINA-TECHNOLOGICAL SCIENCES, 2015, 卷号: 58, 期号: 9, 页码: 1596-1603
Authors:
Li SH(李世海)
;
Tang DH(唐德泓)
;
Wang J(王杰)
;
Tang, DH (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.
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Submit date:2016/01/08
Two-scale
Contact Model
Collision
Elastic Wave
Element Subdivision
Comparisons between centrifuge and numerical modeling results for slope toppling failure
期刊论文
SCIENCE CHINA-TECHNOLOGICAL SCIENCES, 2015, 卷号: 58, 期号: 9, 页码: 1497-1508
Authors:
Chen ZY
;
Gong WJ
;
Ma GW
;
Wang J(王杰)
;
He L
;
Xing YC
;
Xing JY
;
Gong, WJ (reprint author), Beihang Univ, Sch Transportat Sci & Engn, Beijing 100191, Peoples R China.
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View/Download:475/209
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Submit date:2016/01/08
Rock Slope Model
Toppling Failure
Rock-bridge
Centrifuge Test
Continuum Based Discrete Element Method
Discontinuous Deformation Analysis