叶炜钠｜兰州工业学院｜学者主页

期刊论文

2026

地震作用下坡体几何特征对多级黄土边坡动力响应影响

叶帅华，王英杰，李京榜，陶晖，叶炜钠

《兰州理工大学学报》

2026

地震作用下多级黄土边坡的抗震设计优化研究

陶晖，叶炜钠，李京榜，叶帅华，花道轩，章瑞环

《兰州理工大学学报》

2026

Stability Analysis of Multistage Fill Slope Considering the Difference Between Fill and Foundation Soil

Shuaihua Ye, Qiu Manman, Li Jingbang, Weina Ye

Journal of the Geological Society of India

DOI

2025

Multi-Level Loess Slope Displacement Calculation Based on Lumped Mass Method

Bo Liu, Shuaihua Ye, J.H. Li, Weina Ye

Buildings

DOI

2025

Stability Analysis of Horizontal Layered Multi-Stage Fill Slope Based on Limit Equilibrium Method

Xiaohui Li, Shuaihua Ye, Manman Qiu, Weina Ye, J.H. Li

Buildings

DOI

2025

Study on negative friction of pile foundation in homogeneous layered soil in collapsible loess area

Zhiquan Wang, Liangliang Xin, Shuaihua Ye, Wu Jian, Weina Ye, J.H. Li

Scientific Reports

DOI

2025

Research on Stress Distribution Law of Recoverable Anchor Cable

Shuaihua Ye, Jun Zhang, Weina Ye

Soil Mechanics and Foundation Engineering

DOI

2024

弹性模量对框架预应力锚杆支护边坡坡面变形影响分析

叶炜钠，周勇，叶帅华

《兰州理工大学学报》

2023

挤压锚式可回收预应力锚索在黄土基坑中的应用

叶帅华，黄义冠，叶炜钠，吴映坤

《地基处理》

2022

地震作用下多级黄土边坡稳定性分析及试验研究

叶炜钠

《兰州理工大学》

2021

Dynamic stability analysis of frame anchor-supported slope

Weina Ye, Yong Zhou, Shuai-Hua Ye

Arabian Journal of Geosciences

DOI

2020

Analysis of Deformation and Stress Characteristics of Anchored-Frame Structures for Slope Stabilization

Weina Ye, Yong Zhou, Shuai-Hua Ye

DOI

2019

框架预应力锚杆支护体系变形计算

叶炜钠

《兰州理工大学》

2018

兰州地铁某车站深基坑开挖变形特性分析

周勇，叶炜钠，高升

《岩土工程学报》

预印本

2026

Seismic Stability Analysis of Multistage Loess Slopes Based on the Rigorous Limit Equilibrium Method

Weina Ye, Yaning Fu, Shuaihua Ye, Liangliang Xin, Yilei Shi, Jingbang Li, Yuzhe Zhou

Research Square

DOI

叶炜钠

精选作品

期刊论文

地震作用下坡体几何特征对多级黄土边坡动力响应影响

地震作用下多级黄土边坡的抗震设计优化研究

Stability Analysis of Multistage Fill Slope Considering the Difference Between Fill and Foundation Soil

Multi-Level Loess Slope Displacement Calculation Based on Lumped Mass Method

Stability Analysis of Horizontal Layered Multi-Stage Fill Slope Based on Limit Equilibrium Method

Study on negative friction of pile foundation in homogeneous layered soil in collapsible loess area

Research on Stress Distribution Law of Recoverable Anchor Cable

弹性模量对框架预应力锚杆支护边坡坡面变形影响分析

挤压锚式可回收预应力锚索在黄土基坑中的应用

地震作用下多级黄土边坡稳定性分析及试验研究

Dynamic stability analysis of frame anchor-supported slope

Analysis of Deformation and Stress Characteristics of Anchored-Frame Structures for Slope Stabilization

框架预应力锚杆支护体系变形计算

兰州地铁某车站深基坑开挖变形特性分析

预印本

Seismic Stability Analysis of Multistage Loess Slopes Based on the Rigorous Limit Equilibrium Method

研究方向