跳至主導覽
跳至搜尋
跳過主要內容
國立陽明交通大學研發優勢分析平台 首頁
English
中文
首頁
人員
單位
研究成果
計畫
獎項
活動
貴重儀器
影響
按專業知識、姓名或所屬機構搜尋
Effect of Microscopic Properties on the Mechanical Behavior of Gravelly Soil by Using DEM
Ho Thi Kim Thoa,
Meng Chia Weng
*
*
此作品的通信作者
土木工程學系
研究成果
:
Conference contribution
›
同行評審
總覽
指紋
指紋
深入研究「Effect of Microscopic Properties on the Mechanical Behavior of Gravelly Soil by Using DEM」主題。共同形成了獨特的指紋。
排序方式
重量
按字母排序
Keyphrases
Mechanical Behavior
100%
Discrete Element Method
100%
Microscopic Properties
100%
Gravelly Soil
100%
Fines Content
33%
Grain Size
16%
Stress-strain Relationship
16%
Shear Stress
16%
Mechanical Properties
16%
Clay
16%
Shear Strain
16%
Fine Particles
16%
Microscopic Parameters
16%
Size-dependent Properties
16%
Grain Size Distribution
16%
Confining Pressure
16%
Discrete Element Simulation
16%
Particle Properties
16%
Effective Modulus
16%
Sand-gravel
16%
PFC2D
16%
Porous Properties
16%
Drained Triaxial Test
16%
Engineering
Element Method
100%
Discrete Element
100%
Mechanical Property
100%
Test Data
66%
Fine Content
66%
Input Parameter
33%
Strain Relationship
33%
Shear Strain
33%
Confining Pressure
33%
Porosity
33%