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科研机构
兰州理工大学 [58]
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会议论文 [58]
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2022 [1]
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内容类型:会议论文
专题:兰州理工大学
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Soil Pressure and Deformation Analysis of Small Size Deep Foundation Pit
会议论文
Wuhan, Virtual, China, November 13, 2021 - November 14, 2021
作者:
Long, Zhao
;
Shi, Yilei
;
Li, Weili
;
Ye, Shuaihua
收藏
  |  
浏览/下载:14/0
  |  
提交时间:2022/04/21
Deformation
Foundations
Pressure effects
Soils
Deep foundation pit
Deformation analysis
Effect on soils
Finite soils
Foundation pits
Pressure analysis
Pressure calculation
Soil deformation
Soil pressure
Space effects
Influences Analysis of Seismic Intensity on Dynamic Response of Slope Supported by Frame Structure with Pre-stressed Anchors
会议论文
Shanghai, China, September 20, 2020 - September 21, 2020
作者:
Wang, Jun
;
Ye, Shuaihua
收藏
  |  
浏览/下载:11/0
  |  
提交时间:2020/12/18
Dynamic response
Earthquakes
Finite element method
Structural framesFinite element software
Frame structure
Mountainous area
Pre-stressed anchor
Seismic intensity
Slope displacements
Three dimensional finite element model
Western region of chinas
Influences Analysis of Dynamic Response for Slope Supported by Frame with Anchors under Different Anchor Intervals
会议论文
Shanghai, China, September 20, 2020 - September 21, 2020
作者:
Feng, Xiaojun
;
Ye, Shuaihua
收藏
  |  
浏览/下载:11/0
  |  
提交时间:2020/12/18
Anchors
Dynamic response
Seismology
Soils3D finite element model
Collaborative Work
Earthquake action
Elastic -plastic models
Finite element software
Practical engineering
Prestressed anchor supporting
Supporting systems
Long-distance atmospheric moisture dominates water budget in permafrost regions of the Central Qinghai-Tibet plateau
会议论文
作者:
Zhu, Xiaofan
;
Wu, Tonghua
;
Hu, Guojie
;
Wang, Shengjie
;
Wu, Xiaodong
收藏
  |  
浏览/下载:12/0
  |  
提交时间:2020/12/18
Atmospheric humidity
Atmospheric thermodynamics
Budget control
Lakes
Permafrost
Soil moisture
TranspirationAtmospheric moisture
Ground surface condition
Hydrothermal conditions
Permafrost hydrology
Plant transpiration
Qinghai Tibet plateau
Spatial variability
Surrounding regions
Research on visual model test of displacement distribute characteristics and load transfer model of root pile during uplifting
会议论文
作者:
Zhang, Jilu
;
Huang, Xuefeng
;
Wei, Linhui
;
Zhou, Junpeng
;
Yuan, Jun
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2020/12/18
Bearing capacity
Friction
Particle size analysis
Soils
Velocity measurementBearing characteristic
Building foundations
Foundation displacement
Frictional resistance
Optimization problems
Particle image velocimetries
Soil displacement fields
Ultimate bearing capacity
A simple model for predicting soil infiltration rate for vertical line source irrigation
会议论文
Chengdu, China, July 18, 2020 - July 20, 2020
作者:
Wang, Ying
;
Gong, Jiaguo
;
Fan, Yanwei
收藏
  |  
浏览/下载:15/0
  |  
提交时间:2020/11/15
Efficiency
Geology
Irrigation
Mean square error
Soil moisture
Textures
VLSI circuits
Efficiency coefficient
Experimental scheme
Influential factors
Initial water contents
Laboratory experiments
Root mean square errors
Steady infiltration rate
Vertical line source
Experimental program of indoor model research about single pile negative friction
会议论文
作者:
Chen Chang-liu
;
Wei Song-qi
;
Ye Shuai-hua
;
Liu Yan
收藏
  |  
浏览/下载:3/0
  |  
提交时间:2019/11/15
single pile
negative friction
indoor model
testing program
Research of indoor reduced scale model test for negative friction of pile group
会议论文
作者:
Chen Chang-liu
;
Liu Yan
;
Ye Shuai-hua
;
Wei Song-qi
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2019/11/15
pile group
the negative friction resistance
indoor model
test plan
Study of Soil Structural Parameters Based on the Gunary Model
会议论文
作者:
Huang, Xuefeng
;
Kong, Yang
;
Yang, Baoshan
;
Zhen, Pingfu
收藏
  |  
浏览/下载:0/0
  |  
提交时间:2019/11/15
confined compression
compacted loess
the stress-strain relationship
structural parameter
the Gunary Model
the two-parameter liner reciprocal function
Study of soil structural parameters based on the Gunary model
会议论文
Haikou, China, May 24, 2014 - May 25, 2014
作者:
Huang, Xuefeng
;
Kong, Yang
;
Yang, Baoshan
;
Zhen, Pingfu
收藏
  |  
浏览/下载:0/0
  |  
提交时间:2020/11/15
Curve fitting
Soil mechanics
Soils
Compacted loess
Confined compression
Reciprocal functions
Stress-strain relationships
Structural parameter
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