杨小礼｜中南大学｜学者主页

2026

植物根系加固对三维土工合成材料边坡的影响（英文）

闪俊韬，杨小礼，夏龙，龙桂华，杨宝玉，任丽玮

Journal of Central South University

2025

考虑温度效应对非饱和土壤影响的裂缝台阶边坡三维稳定性（英文）

闪俊韬，伍毅敏，杨小礼

Journal of Central South University

2025

Face stability assessment of tunnels in rock masses considering strength nonlinearity: Continuous or discretized mechanism?

Junhao Zhong, Chuantan Hou, Siau Chen Chian, Xiaoli Yang, Guojun Cai

Tunnelling and Underground Space Technology

DOI

2025

Seismic bearing capacity of rectangular foundations near slopes using the upper bound method

Sheng Xu, Xiaoli Yang, Zhen‐Yu Yin

Computers and Geotechnics

DOI

2025

Three-dimensional stability of two-step slope with crack considering temperature effect on unsaturated soil

Jun-tao Shan, Yimin Wu, Xiaoli Yang

Journal of Central South University

DOI

2024

地震荷载作用下非饱和土三维台阶边坡三维稳定性分析（英文）

闪俊韬，伍毅敏，杨小礼

Journal of Central South University

2024

Probabilistic analysis of width-limited 3D slope considering spatial variability of Hoek–Brown rock masses

Zhibin Sun, Juncao Ding, Xiaoli Yang, Yixian Wang, Daniel Dias

Rock Mechanics and Rock Engineering

DOI

2024

Revisiting the face stability of rock tunnels in the Hoek–Brown strength criterion with tension cutoff

Junhao Zhong, Siau Chen Chian, Hui Chen, Chuantan Hou, Xiaoli Yang

International Journal for Numerical and Analytical Methods in Geomechanics

DOI

2024

Stability analysis of three-dimensional two-bench unsaturated soil slopes under seismic loading

Jun-tao Shan, Yimin Wu, Xiaoli Yang

Journal of Central South University

DOI

2023

非均质各向异性土体中桩加固边坡稳定性研究

张平，韦家敬，李嘉，杨小礼

《铁道科学与工程学报》

2023

局部失稳条件下抗滑桩加固边坡的三维稳定性分析

钟军豪，杨小礼

《中国安全生产科学技术》

2023

Bearing Capacity Estimation for Strip Foundation under Transient Flows

Benshuang Chen, H. Liao, Lili Liu, Xiaoli Yang

International Journal of Geomechanics

DOI

2023

Modified pseudo-dynamic bearing capacity of reinforced soil foundations

Xudong Kang, Xiaoli Yang, Chaoguang Wu

Computers and Geotechnics

DOI

2023

Stability assessment of a non-circular tunnel face with tensile strength cut-off subject to seepage flows: A comparison analysis

Chuantan Hou, Xiaoli Yang, Mingfang Liu, Minghui Chen, Zhenyuan Wu, Guihua Long

Computers and Geotechnics

DOI

2023

Two-dimensional face stability analysis in rock masses governed by the Hoek-Brown strength criterion with a new multi-horn mechanism

Junhao Zhong, Xiaoli Yang

International Journal of Mining Science and Technology

DOI

2023

Pseudodynamic Estimation of 3D Active Earth Pressures with a Nonlinear Strength Criterion

Zheng‐Wei Li, Xiaoli Yang

International Journal of Geomechanics

DOI

2023

Physics-informed deep learning method for predicting tunnelling-induced ground deformations

Zilong Zhang, Qiujing Pan, Zihan Yang, Xiaoli Yang

Acta Geotechnica

DOI

2023

Seismic bearing capacity of rock foundations subjected to seepage by a unilateral piece-wise log-spiral failure mechanism

Xu-Dong Kang, Jianqun Zhu, Xiaoli Yang

Computers and Geotechnics

DOI

2023

Pseudo-dynamic analysis of a 3D tunnel face in inclined weak strata

Sheng Xu, Jing Liu, Xiaoli Yang

Underground Space

DOI

2023

Bearing capacity of foundations resting on rock masses subjected to Rayleigh waves

Junhao Zhong, Chuantan Hou, Xiaoli Yang

Soil Dynamics and Earthquake Engineering

DOI

2022

基于滑动面离散的边坡三维上限分析机构

孙志彬，郝状，谭晓慧，杨小礼，姬建

《岩石力学与工程学报》

2022

Pseudodynamic Analysis of Three-Dimensional Fissured Slopes Reinforced with Piles

Zilong Zhang, Xiaoli Yang

International Journal of Geomechanics

DOI

2022

Three-dimensional face stability analysis of rock tunnels excavated in Hoek-Brown media with a novel multi-cone mechanism

Junhao Zhong, Chuantan Hou, Xiaoli Yang

Computers and Geotechnics

DOI

2022

Three-Dimensional Stability of Slopes under Water Drawdown Conditions

Qiujing Pan, Ruifeng Zhang, Sutang Wang, Jingyu Chen, Biao Zhang, Jifeng Zou, Xiaoli Yang

International Journal of Geomechanics

DOI

2022

Three-dimensional stability assessments of a non-circular tunnel face reinforced by bolts under seepage flow conditions

Chuantan Hou, Junhao Zhong, Xiaoli Yang

Tunnelling and Underground Space Technology

DOI

2022

Pseudodynamic Approach for Rock Slopes in Hoek–Brown Media: Three-Dimensional Perspective

Zhibin Sun, Bowen Wang, Chaoqun Hou, Shunchuan Wu, Xiaoli Yang

International Journal of Geomechanics

DOI

2022

Seismic Bearing Capacity of Strip Footing with Nonlinear Mohr–Coulomb Failure Criterion

B. H. Chen, Wei Luo, Xiangzheng Xu, Ren Hu, Xiaoli Yang

International Journal of Geomechanics

DOI

2022

Estimation of the Seismic Bearing Capacity of Shallow Strip Footings Based on a Pseudodynamic Approach

Junhao Zhong, Yongxin Li, Xiaoli Yang

International Journal of Geomechanics

DOI

2022

Three-dimensional tunnel face stability considering slurry pressure transfer mechanisms

Chuantan Hou, Qiujing Pan, Tao Xu, Fu Huang, Xiaoli Yang

Tunnelling and Underground Space Technology

DOI

2022

Three-dimensional tunnel face stability considering the steady-state seepage in saturated and unsaturated regions with changing water levels

Chuantan Hou, Zilong Zhang, Xiaoli Yang

Computers and Geotechnics

DOI

2022

3D stability analysis of tunnel face with influence of unsaturated transient flow

Chuantan Hou, Xiaoli Yang

Tunnelling and Underground Space Technology

DOI

2022

Modified pseudo–dynamic bearing capacity of strip footing on rock masses

Jing Liu, Sheng Xu, Xiaoli Yang

Computers and Geotechnics

DOI

2021

基于拟动力法和离散化技术的主动土压力估算方法（英文）

罗文俊，龚琛杰，王寰宇，杨小礼

Journal of Central South University

2021

Stability assessment of 3D reinforced soil structures under steady unsaturated infiltration

Zheng‐Wei Li, Xiaoli Yang

Geotextiles and Geomembranes

DOI

2021

Active earth pressure of 3D earth retaining structure subjected to rainfall infiltration

Jingshu Xu, Pengfu Wang, Fu Huang, Xiaoli Yang

Engineering Geology

DOI

2021

Analytical approach for stability of 3D two-stage slope in non-uniform and unsaturated soils

Xiaoli Yang, Jia-Jing Wei

Engineering Geology

DOI

2021

Three-dimensional upper-bound analysis of rock slopes subjected to seepage forces based on Hoek-Brown failure criterion

Su-Tang Wang, Xiaoli Yang, Fu Huang, Qiujing Pan

Computers and Geotechnics

DOI

2021

Bearing capacity evaluation for shallow foundations on unsaturated soils using discretization technique

Dianchun Du, Yan Zhuang, Qiangqiang Sun, Xiaoli Yang, Daniel Dias

Computers and Geotechnics

DOI

2021

Seismic analysis of 3D active earth pressure for unsaturated backfill

Xiaoli Yang, Hui Chen

Transportation Geotechnics

DOI

2021

Analysis and design charts for 3D active earth pressure in cohesive soils with cracks

Zheng‐Wei Li, Xiaoli Yang

Acta Geotechnica

DOI

2021

Seismic stability analysis of slopes with cracks in unsaturated soils using pseudo-dynamic approach

Zilong Zhang, Xiaoli Yang

Transportation Geotechnics

DOI

2021

Three-Dimensional Face Stability of Tunnels in Unsaturated Soils with Nonlinear Soil Strength

Chuantan Hou, Xiaoli Yang

International Journal of Geomechanics

DOI

2021

Pseudo-dynamic stability of rock slope considering Hoek–Brown strength criterion

Junhao Zhong, Xiaoli Yang

Acta Geotechnica

DOI

2020

非均质土中台阶边坡的三维稳定性分析（英文）

李雄威，朱建群，李正伟，杨小礼

Journal of Central South University

2020

Stability analysis of a non-circular tunnel face in soils characterized by modified Mohr-Coulomb yield criterion

Tianzheng Li, Wenping Gong, Xiaoli Yang

Tunnelling and Underground Space Technology

DOI

2020

Seismic stability of three-dimensional slopes considering the nonlinearity of soils

Junhao Zhong, Xiaoli Yang

Soil Dynamics and Earthquake Engineering

DOI

2020

Kinematic analysis of the three-dimensional stability for tunnel faces by pseudodynamic approach

Junhao Zhong, Xiaoli Yang

Computers and Geotechnics

DOI

2020

Seismic active earth pressure of unsaturated soils with a crack using pseudo-dynamic approach

Xiaoli Yang, Hui Chen

Computers and Geotechnics

DOI

2020

Seismic Stability of 3D Tunnel Face considering Tensile Strength Cut-Off

Chuantan Hou, Xiaoli Yang

KSCE Journal of Civil Engineering

DOI

2020

Seismic analysis of 3D geosynthetic-reinforced soil structures in cohesive backfills with cracks

Zheng‐Wei Li, Xiaoli Yang

Geotextiles and Geomembranes

DOI

2020

Face Failure Potential of a Circular Tunnel Driven in Anisotropic and Nonhomogeneous Soils

Tianzheng Li, Xiaoli Yang

International Journal of Geomechanics

DOI

2020

Three-dimensional active earth pressure under transient unsaturated flow conditions

Zheng‐Wei Li, Xiaoli Yang

Computers and Geotechnics

DOI

2020

Stability analysis of 3D cracked slope reinforced with piles

Xiaoli Yang, Sheng Zhang

Computers and Geotechnics

DOI

2020

Kinematic Stability of Tunnel Face in Non-uniform Soils

Junhao Zhong, Xiaoli Yang

KSCE Journal of Civil Engineering

DOI

2020

Three‐dimensional active earth pressure from cohesive backfills with tensile strength cutoff

Zheng‐Wei Li, Tian‐Zheng Li, Xiaoli Yang

International Journal for Numerical and Analytical Methods in Geomechanics

DOI

2020

New approach for face stability assessment of tunnels driven in nonuniform soils

Tianzheng Li, Xiaoli Yang

Computers and Geotechnics

DOI

2020

3D stability assessment of stepped slopes in inhomogeneous soils

Xiongwei Li, Jianqun Zhu, Zheng‐Wei Li, Xiaoli Yang

Journal of Central South University

DOI

2019

Static and seismic stability assessment of 3D slopes with cracks

Zheng‐Wei Li, Xiaoli Yang, Tianzheng Li

Engineering Geology

DOI

2019

Three-dimensional active earth pressure for retaining structures in soils subjected to steady unsaturated seepage effects

Zheng‐Wei Li, Xiaoli Yang

Acta Geotechnica

DOI

2019

Stability of plane strain tunnel headings in soils with tensile strength cut-off

Tianzheng Li, Xiaoli Yang

Tunnelling and Underground Space Technology

DOI

2019

Required strength of geosynthetics for reinforced 3D slopes in cohesive backfills with tensile strength cut-off

Z.W. Li, Xiaoli Yang

Geotextiles and Geomembranes

DOI

2019

The failure mechanism of surrounding rock around an existing shield tunnel induced by an adjacent excavation

Fu Huang, Min Zhang, Fen Wang, Tonghua Ling, Xiaoli Yang

Computers and Geotechnics

DOI

2019

Face stability analysis of tunnels under steady unsaturated seepage conditions

Z.W. Li, Xiaoli Yang, Tianzheng Li

Tunnelling and Underground Space Technology

DOI

2019

Stability Analysis of Tunnel Face in Nonlinear Soil under Seepage Flow

Xiaoli Yang, Junhao Zhong

KSCE Journal of Civil Engineering

DOI

2019

Stability analysis of 3D geosynthetic–reinforced earth structures composed of nonhomogeneous cohesive backfills

Jingshu Xu, Xiuli Du, Xiaoli Yang

Soil Dynamics and Earthquake Engineering

DOI

2019

Limit Analysis of Anchor Trapdoor Embedded in Nonhomogeneous and Nonlinear Soils

Rui Zhang, Xiaoli Yang

International Journal of Geomechanics

DOI

2019

Active earth pressure coefficients based on a 3D rotational mechanism

Z.W. Li, Xiaoli Yang, Yongxin Li

Computers and Geotechnics

DOI

2019

Active Earth Pressure from Unsaturated Soils with Different Water Levels

Zhiwei Li, Xiaoli Yang

International Journal of Geomechanics

DOI

2019

3D Rotational Failure Mechanism of Tunnel Face in Weathered and Saturated Hoek-Brown Rock Masses

Tianzheng Li, Xiaoli Yang

KSCE Journal of Civil Engineering

DOI

2019

Factor of Safety of Geosynthetic-Reinforced Slope in Unsaturated Soils

Xiaoli Yang, Junjie Chen

International Journal of Geomechanics

DOI

2019

Seismic Displacement of 3D Slope Reinforced by Piles with Nonlinear Failure Criterion

Yongxin Li, Xiaoli Yang

International Journal of Geomechanics

DOI

2019

Seismic Active Earth Pressure for Soils with Tension Cracks

Xiaoli Yang, Sheng Zhang

International Journal of Geomechanics

DOI

2019

Required strength of geosynthetics in a reinforced slope with tensile strength cut-off subjected to seepage effects

Z.W. Li, Xiaoli Yang

Geotextiles and Geomembranes

DOI

2019

Upper Bound Solution of the Safety Factor for a Shield Tunnel Face Subjected to the Hoek–Brown Failure Criterion

Fu Huang, Yuan Feng, Zhiqi Zhang, Xiaoli Yang, Tonghua Ling

International Journal of Civil Engineering

DOI

2019

Active earth pressure for retaining structures in cohesive backfills with tensile strength cut-off

Z.W. Li, Xiaoli Yang

Computers and Geotechnics

DOI

2019

Three-dimensional face stability of shallow-buried tunnels with tensile strength cut-off

Tianzheng Li, Xiaoli Yang

Computers and Geotechnics

DOI

2019

An efficient uniform design for Kriging-based response surface method and its application

Tianzheng Li, Xiaoli Yang

Computers and Geotechnics

DOI

2018

基于改进属性数学理论的隧道突涌水评估模型（英文）

杨小礼，张胜

Journal of Central South University

2018

Seismic stability of 3D soil slope reinforced by geosynthetic with nonlinear failure criterion

Jingshu Xu, Xiaoli Yang

Soil Dynamics and Earthquake Engineering

DOI

2018

Soil-Slope Stability considering Effect of Soil-Strength Nonlinearity

Yajing Li, Xiaoli Yang

International Journal of Geomechanics

DOI

2018

Active Earth Thrust Considering Tension Crack, Pore-water Pressure and Soil Nonlinearity

Zheng‐Wei Li, Xiaoli Yang

KSCE Journal of Civil Engineering

DOI

2018

Seismic stability analysis and charts of a 3D rock slope in Hoek–Brown media

Jingshu Xu, Xiaoli Yang

International Journal of Rock Mechanics and Mining Sciences

DOI

2018

Probabilistic Stability Analysis of Subway Tunnels Combining Multiple Failure Mechanisms and Response Surface Method

Tianzheng Li, Xiaoli Yang

International Journal of Geomechanics

DOI

2018

Analysis of earth pressure for shallow square tunnels in anisotropic and non-homogeneous soils

Dianchun Du, Daniel Dias, Xiaoli Yang

Computers and Geotechnics

DOI

2018

Three-dimensional Seismic Displacement Analysis of Rock Slopes based on Hoek-Brown Failure Criterion

Yong-xin Li, Xiaoli Yang

KSCE Journal of Civil Engineering

DOI

2018

Comparison of Factors of Safety Using a 3D Failure Mechanism with Kinematic Approach

Xiaoli Yang, Zhiwei Li

International Journal of Geomechanics

DOI

2018

Stability of 3D slope under steady unsaturated flow condition

Z.W. Li, Xiaoli Yang

Engineering Geology

DOI

2018

Seismic and Static Stability Analysis for 3D Reinforced Slope in Nonhomogeneous and Anisotropic Soils

Jingshu Xu, Xiaoli Yang

International Journal of Geomechanics

DOI

2018

Limit Analysis of Active and Passive Mechanisms of Shallow Tunnels in Nonassociative Soil with Changing Water Table

Rui Zhang, Xiaoli Yang

International Journal of Geomechanics

DOI

2018

Seismic and Static 3D Stability of Two-stage Slope Considering Joined Influences of Nonlinearity and Dilatancy

Jingshu Xu, Yongxin Li, Xiaoli Yang

KSCE Journal of Civil Engineering

DOI

2018

Three-dimensional stability analysis of slope in unsaturated soils considering strength nonlinearity under water drawdown

Jingshu Xu, Xiaoli Yang

Engineering Geology

DOI

2018

Limit Analysis for the Face Stability of a Shallow-Shield Tunnel Based on a Variational Approach to the Blow-Out Failure Mode

Fu Huang, Ruo-chen Ou, Zai-lan Li, Xiaoli Yang, Tonghua Ling

International Journal of Geomechanics

DOI

2018

Factor of Safety of Three-Dimensional Stepped Slopes

Xiaoli Yang, Zhiwei Li

International Journal of Geomechanics

DOI

2018

Active earth pressure for soils with tension cracks under steady unsaturated flow conditions

Zheng‐Wei Li, Xiaoli Yang

Canadian Geotechnical Journal

DOI

2018

Reliability Analysis of Tunnel Face in Broken Soft Rocks Using Improved Response Surface Method

Tianzheng Li, Xiaoli Yang

International Journal of Geomechanics

DOI

2018

Upper bound analysis of 3D static and seismic active earth pressure

Xiaoli Yang, Zheng‐Wei Li

Soil Dynamics and Earthquake Engineering

DOI

2018

Kinematical analysis of 3D passive earth pressure with nonlinear yield criterion

Xiaoli Yang, Zheng‐Wei Li

International Journal for Numerical and Analytical Methods in Geomechanics

DOI

2018

Risk assessment model of tunnel water inrush based on improved attribute mathematical theory

Xiaoli Yang, Sheng Zhang

Journal of Central South University

DOI

2017

非均质边坡上限分析的离散机构及应用

孙志彬，潘秋景，杨小礼，侯超群，尚熳廷

《岩石力学与工程学报》

2017

深长隧道突水突泥重大灾害致灾机理及预测预警与控制理论研究进展

李术才，李晓昭，靖洪文，杨小礼，戎晓力，陈卫忠

《中国基础科学》

2017

Collapse analysis of tunnel floor in karst area based on Hoek-Brown rock media

Xiaoli Yang, Zheng‐Wei Li, Zheng-an Liu, Hai-bo Xiao

Journal of Central South University

DOI

2017

隧道循环进尺的极限平衡分析

梁桥，杨小礼，陈翔

《华南理工大学学报(自然科学版)》

2017

Energy analysis of rock plug thickness in karst tunnels based on non-associated flow rule and nonlinear failure criterion

Zihan Yang, Rui Zhang, Jingshu Xu, Xiaoli Yang

Journal of Central South University

DOI

2017

Reliability analysis of tunnel roof in layered Hoek-Brown rock masses

Xiaoli Yang, Tan Zhou, Wentao Li

Computers and Geotechnics

DOI

2017

Stability Charts for Rock Slopes Subjected to Water Drawdown Based on the Modified Nonlinear Hoek-Brown Failure Criterion

Jingshu Xu, Qiujing Pan, Xiaoli Yang, Wentao Li

International Journal of Geomechanics

DOI

2017

Risk Assessment Model for Water and Mud Inrush in Deep and Long Tunnels Based on Normal Grey Cloud Clustering Method

Tianzheng Li, Xiaoli Yang

KSCE Journal of Civil Engineering

DOI

2017

Lower-bound analytical solution for bearing capacity factor using modified Hoek–Brown failure criterion

Xiaoli Yang

Canadian Geotechnical Journal

DOI

2017

Effects of Seismic Force and Pore Water Pressure on Three Dimensional Slope Stability in Nonhomogeneous and Anisotropic Soil

Jingshu Xu, Xiaoli Yang

KSCE Journal of Civil Engineering

DOI

2017

Limit Analysis of Stability of Twin Shallow Tunnels Considering Surface Settlement

Xiaoli Yang, Rui Zhang

KSCE Journal of Civil Engineering

DOI

2017

Effect of Pore-Water Pressure on 3D Stability of Rock Slope

Xiaoli Yang

International Journal of Geomechanics

DOI

2017

Limit Analysis of Unsaturated Soil Slope Stability Considering Intermediate Principal Stress and Strength Nonlinearity

Cong Yao, Xiaoli Yang

Geotechnical and Geological Engineering

DOI

2017

Axisymmetric Failure Mechanism of a Deep Cavity in Layered Soils Subjected to Pore Pressure

Xiaoli Yang, Cong Yao

International Journal of Geomechanics

DOI

2017

Limit analysis of failure mechanism of tunnel roof collapse considering variable detaching velocity along yield surface

Tianzheng Li, Xiaoli Yang

International Journal of Rock Mechanics and Mining Sciences

DOI

2016

非均质土体中盾构隧道开挖面支护力上限分析

梁桥，杨小礼，张佳华，周文权

《岩土力学》

2016

基于非关联流动法则的盾构隧道掌子面稳定性上限分析

姚聪，杨小礼

《矿冶工程》

2016

基于极限平衡与上限法的隧道循环进尺分析（英文）

梁桥，孙志彬，潘秋景，杨小礼

《中国公路学报》

2016

Safe retaining pressures for pressurized tunnel face using nonlinear failure criterion and reliability theory

Xiaoli Yang, Cong Yao, Jiahua Zhang

Journal of Central South University

DOI

2016

Safety thickness analysis of tunnel floor in karst region based on catastrophe theory

Xiaoli Yang, Hai-bo Xiao

Journal of Central South University

DOI

2016

基于可靠度理论的硐室顶部稳定性研究

李闻韬，唐雨春，唐承铁，杨小礼

《矿冶工程》

2016

Three-Dimensional Stability of Two-Stage Slope in Inhomogeneous Soils

Xiaoli Yang, Jingshu Xu

International Journal of Geomechanics

DOI

2016

Rock mass collapse mechanism of concealed karst cave beneath deep tunnel

Fu Huang, Lianheng Zhao, Tonghua Ling, Xiaoli Yang

International Journal of Rock Mechanics and Mining Sciences

DOI

2016

Upper bound analysis for bearing capacity of nonhomogeneous and anisotropic clay foundation

Xiaoli Yang, Dianchun Du

KSCE Journal of Civil Engineering

DOI

2015

地震作用下浅埋隧道动态稳定性的拟静力上限分析

张佳华，杨小礼，张标

《中南大学学报(自然科学版)》

2015

基于塑性极限分析的长边坡三维稳定上限解

孙志彬，罗跃，杨小礼，鹿婧，张超

《工业建筑》

2015

不同饱和度下破碎软岩隧道掌子面破坏范围上限分析

杨子汉，杨小礼，张佳华，李永鑫

《中南大学学报(自然科学版)》

2015

Influences of anisotropy and inhomogeneity on supporting pressure of tunnel face with kinematical approach

Xiaoli Yang, Wentao Li, Qiujing Pan

Journal of Central South University

DOI

2015

Roof collapse of shallow tunnels with limit analysis method

Xiaoli Yang, Ze-xiang Long

Journal of Central South University

DOI

2015

Limit analysis of supporting pressure in tunnels with regard to surface settlement

Xiaoli Yang, Changbing Qin

Journal of Central South University

DOI

2015

2D and 3D limit analysis of progressive collapse mechanism for deep-buried tunnels under the condition of varying water table

Changbing Qin, Siau Chen Chian, Xiaoli Yang, Dianchun Du

International Journal of Rock Mechanics and Mining Sciences

DOI

2015

Seismic and static 3D stability of two-stage rock slope based on Hoek–Brown failure criterion

Xiaoli Yang, Ze-xiang Long

Canadian Geotechnical Journal

DOI

2015

Stability analysis of crack slope considering nonlinearity and water pressure

Yong-xin Li, Xiaoli Yang

KSCE Journal of Civil Engineering

DOI

2015

Upper bound analysis of progressive failure mechanism of tunnel roofs in partly weathered stratified Hoek–Brown rock masses

Changbing Qin, Xiaoli Yang, Qiujing Pan, Zhibin Sun, L.L. Wang, Tianyu Miao

International Journal of Rock Mechanics and Mining Sciences

DOI

2014

基于最大熵原理的多失效模式下煤巷锚杆支护结构体系可靠度模型

张道兵，朱川曲，杨小礼，朱永建

《系统工程理论与实践》，Vol. 34, No. 2

下载原文

2014

用极限分析方法计算边坡可靠度上限值

张道兵，潘秋景，杨小礼，李林，凌涛

《重庆大学学报》

2014

非偏压与偏压条件下浅埋隧道围岩压力的极限分析

张佳华，杨小礼，梁桥，张标，孟飞

《公路交通科技》

2014

基于非线性破坏准则的浅埋偏压隧道稳定性分析

张佳华，杨小礼，张标，许敬叔，杨子汉

《华南理工大学学报(自然科学版)》

2014

Upper bound limit analysis of roof collapse in shallow tunnels with arbitrary cross sections under condition of seepage force

Xiaoli Yang, Changbing Qin

Journal of Central South University

DOI

2014

Kinematical analysis of highway tunnel collapse using nonlinear failure criterion

Xiaoli Yang, Zihan Yang, Qiujing Pan, Yulin Li

Journal of Central South University

DOI

2014

浅埋隧道塌方机理上限分析

严若明，周光裕，唐金，杨小礼

《铁道科学与工程学报》

2013

基于非线性破坏准则和强度折减法的浅埋隧道安全系数上限解

黄阜，杨小礼，赵炼恒，凌同华

《工程力学》

2013

Hoek-Brown准则下岩质边坡的GSI反演

孙志彬，杨小礼，黄阜

《中南大学学报(自然科学版)》

2013

三级台阶边坡稳定性分析的上限解研究

王路路，潘秋景，杨小礼

《铁道科学与工程学报》

2013

加筋膨胀土边坡变形及影响因素分析

潘秋景，孙志彬，杨小礼

《矿冶工程》

2013

纯黏土坡三维动态上限分析

王路路，潘秋景，杨小礼

《铁道科学与工程学报》

2013

Upper bound solution for supporting pressure acting on shallow tunnel based on modified tangential technique

Xiaoli Yang, Zihan Yang, Yongxin Li, Shucai Li

Journal of Central South University

DOI

2013

Upper bound solutions for supporting pressures of shallow tunnels with nonlinear failure criterion

Xiaoli Yang, Dao-bing Zhang, Zuowei Wang

Journal of Central South University

DOI

2013

Analytical solution to rock pressure acting on three shallow tunnels subjected to unsymmetrical loads

Xiaoli Yang, Jiahua Zhang, Qiyun Jin, Jun-qiu Ma

Journal of Central South University

DOI

2013

Three-dimensional failure mechanism of a rectangular cavity in a Hoek–Brown rock medium

Xiaoli Yang, Fu Huang

International Journal of Rock Mechanics and Mining Sciences

DOI

2012

三孔小净距隧道群极限状态下围岩破坏特征研究

陈鹏，吴贲，杨小礼

《湖南文理学院学报(自然科学版)》

2012

Pressure from surrounding rock of three shallow tunnels with large section and small spacing

Xiaoli Yang, Qiyun Jin, Jun-qiu Ma

Journal of Central South University

DOI

2012

Upper bound solution of supporting pressure for a shallow square tunnel based on the Hoek-Brown failure criterion

Fu Huang, Xiaoli Yang, Lianheng Zhao

Journal of Zhejiang University. Science A

DOI

2011

基于Bishop法假定的边坡临界滑动场方法及应用

李亮，杨小礼，禇雪松，于广明，路世豹

《中南大学学报(自然科学版)》

2011

浅埋三孔隧道围岩位移场解析解研究

陈鹏，杨小礼，黄阜

《铁道科学与工程学报》

2011

小净距隧道群掌子面间距数值分析研究

吴贲，杨德升，杨小礼

《矿业工程研究》

2011

基于模糊数学和粒子群算法的边坡参数反分析

孙志彬，杨小礼，黄阜

《华南理工大学学报(自然科学版)》

2011

Modified image analytical solutions for ground displacement using nonuniform convergence model

Xiaoli Yang, Fu Huang, Jinming Wang

Journal of Central South University

DOI

2011

三孔小净距隧道围岩安全系数分析

陈鹏，吴贲，杨小礼

《湖南文理学院学报(自然科学版)》

2011

Collapse mechanism of shallow tunnel based on nonlinear Hoek–Brown failure criterion

Xiaoli Yang, Fu Huang

Tunnelling and Underground Space Technology

DOI

2011

Optimization Analysis of Rockbolts Supporting for Double-Arch Shallow Tunnels Subjected to Unsymmetrical Loads

Xiaoli Yang, Ben Wu

DOI

2011

Analysis of Bearing Capacity of Foundation above Tunnel Based on the Seepage Flow

Kun Miao, Bo Huang, Xiaoli Yang

DOI

2011

Upper bound limit analysis of collapse shape for circular tunnel subjected to pore pressure based on the Hoek–Brown failure criterion

Fu Huang, Xiaoli Yang

Tunnelling and Underground Space Technology

DOI

2011

Ground movement prediction for tunnels using simplified procedure

Xiaoli Yang, J.M. Wang

Tunnelling and Underground Space Technology

DOI

2011

Numerical Simulation of Smoke Flow Controlling in Railway Shield Tunnel

Xuepeng Jiang, Hua-yun Ji, Zhisheng Xu, Xiaoli Yang

DOI

2011

Parameter Estimation and Structural Reliability Analysis for Tunnel Lining Structure Based on Maximal Entropy Principle

Dao-bing Zhang, Xiaoli Yang

DOI

2011

Cavity expansion analysis with non-linear failure criterion

Xiaoli Yang, Jin-feng Zou

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering

DOI

2011

Experiment Research on Smoke Temperature Properties Lower Ceiling along Tunnel at Different Longitudinal Ventilation Velocities and Tunnel Slopes

Xuepeng Jiang, Ruiyu Chen, Zhisheng Xu, Xiaoli Yang

DOI

2010

非线性破坏准则下浅埋隧道围岩压力的极限分析

杨小礼，王作伟

《中南大学学报(自然科学版)》

2010

水平地震力作用下浅埋偏压隧道松动围岩压力的研究

杨小礼，黄波，王作伟

《中南大学学报(自然科学版)》

2010

单拱4车道浅埋偏压隧道锚杆支护参数优化研究

赵镇林，谢小鱼，周光裕，杨小礼

《矿业工程研究》

2010

基于深部位移的边坡滑动特征分析

孙志彬，杨小礼

《长沙理工大学学报(自然科学版)》

2010

考虑渗透力和原始Hoek-Brown屈服准则时圆形洞室解析解

黄阜，杨小礼

《岩土力学》

2010

Influences of strain softening and seepage on elastic and plastic solutions of circular openings in nonlinear rock masses

Xiaoli Yang, Fu Huang

Journal of Central South University of Technology

DOI

2010

既有隧道扩建工程及衬砌稳定性研究

杨小礼，王作伟，陈杰

《交通科学与工程》

2010

富水地段浅埋公路隧道破坏面形状分析

马军秋，杨小礼

《浙江交通职业技术学院学报》

2010

Model Test Study on Dynamic Responses of Loess Slope by Dynamic Compaction

Zhong Zhou, Liu Bao-chen, Xiaoli Yang

Soil Dynamics and Earthquake Engineering

DOI

2010

Upper Bound Solutions for the Face Stability of Shallow Circular Tunnels Subjected to Nonlinear Failure Criterion

Fu Wei Huang, Xiaoli Yang

DOI

2010

Nonlinear Buckling Analysis of Piles with High-Rise Pile Cap

Xinjun Zou, Bang-shun Yin, Minghua Zhao, Xiaoli Yang

DOI

2010

Seismic Response of Large Span Shallow Tunnels in Dilative Rocks

Xiaoli Yang, Bo Huang

DOI

2010

Method of Design for Improving the Drainage Layer of Asphalt Pavement

Han-Cheng Dan, Liang Li, Hui Yao, Lianheng Zhao, Xiaoli Yang

DOI

2010

Study on Transfer Behavior of Negative Friction of Single Pile in Two-Layer Soil

Han-Cheng Dan, Liang Li, Hui Yao, Lianheng Zhao, Xiaoli Yang

DOI

2010

Seismic passive pressures of earth structures by nonlinear optimization

Xiaoli Yang

Archive of Applied Mechanics

DOI

2009

非线性破坏准则下法向受力条形浅锚抗拔力上限计算方法

赵炼恒，李亮，杨小礼，但汉成，邹金锋

《中南大学学报(自然科学版)》

2009

渗流效应对基于广义非线性屈服准则洞室弹塑性解的影响

黄阜，杨小礼

《中南大学学报(自然科学版)》

2009

浅埋偏压隧道锚杆加固参数的优化研究

黄波，杨小礼

《矿业工程》

2009

岩石极限分析非线性理论及其应用

杨小礼

《中南大学学报(自然科学版)》

2009

小净距隧道施工方法优化研究

吴贲，杨小礼

《矿业工程研究》

2009

水平地震力对非线性主动土压力上限解的影响

王作伟，杨小礼

《矿业工程研究》

2009

单拱四车道公路隧道施工方法的数值分析研究

眭志荣，侯顺川，杨小礼

《四川建筑》

2009

Influences of material dilatancy and pore water pressure on stability factor of shallow tunnels

Xiaoli Yang, Fu Huang

Transactions of Nonferrous Metals Society of China

DOI

2009

单拱4车道公路隧道不同施工方法下初期支护力学特征研究

黄阜，黄波，杨小礼

《隧道建设(中英文)》

2009

Stability analysis of shallow tunnels subjected to seepage with strength reduction theory

Xiaoli Yang, Fu Huang

Journal of Central South University of Technology

DOI

2009

Seismic bearing capacity of a strip footing on rock slopes

Xiaoli Yang

Canadian Geotechnical Journal

DOI

2009

Ant Colony Optimization Algorithm for Vertical Alignment of Highways

Kun Miao, Liang Li, Xiaoli Yang, Yuan-Yuan Huo

DOI

2009

Slope stability analysis considering joined influences of nonlinearity and dilation

Xiaoli Yang, Fu Huang

Journal of Central South University of Technology

DOI

2009

Two-stage Probing Method for Constrained Optimization Problems through Particle Swarm Optimization

Kun Miao, Liang Li, Xiaoli Yang, Yuan-Yuan Huo

DOI

2009

Influence of Soil Strength on Reinforced Slope Stability and Failure Modes

Hongwei Wei, YU Ze-hong, Jian-Hua Zhang, Zhihui Zhu, Xiaoli Yang

DOI

2009

Study on the Deformation and Evolution Mechanism of Soil-Rock-Mixture Slope under Excavation Disturbance

Zhong Zhou, Rusong Nie, Liu Bao-chen, Xiaoli Yang

DOI

2008

基于SQP优化和上限法的倾斜荷载下条形浅基础极限承载力计算

罗恒，赵炼恒，李亮，杨峰，但汉成，杨小礼

《铁道科学与工程学报》

2008

浅埋铁路隧道松动土体力学行为分析

眭志荣，杨小礼

《现代隧道技术》

2008

单拱四车道公路隧道地震响应

杨小礼，罗恒，李老三

《中南大学学报(自然科学版)》

2008

大颗粒红砂岩高填方路基强夯加固理论与试验研究

郭乃正，邹金锋，李亮，杨小礼，赵炼恒，但汉成

《中南大学学报(自然科学版)》

2008

应力剪胀对浅埋隧道稳定性系数的影响

杨小礼，眭志荣

《中南大学学报(自然科学版)》

2008

基于Hoek-Brown屈服准则的隧道围岩稳定性分析

杨小礼，王金明，眭志荣

《铁道科学与工程学报》

2008

基于流固耦合理论的浅埋隧道稳定性系数分析

黄阜，杨小礼

《湖南理工学院学报(自然科学版)》

2008

Displacement and deformation analysis for uplift piles

Xiaoli Yang, Jin-feng Zou

Journal of Central South University of Technology

DOI

2008

Effective depth of dynamic compaction in embankment built with soils and rocks

Jin-feng Zou, Heng Luo, Xiaoli Yang

Journal of Central South University of Technology

DOI

2008

Stress dilatancy analysis of shallow tunnels subjected to unsymmetrical pressure

Xiaoli Yang, Jinming Wang

Journal of Central South University of Technology

DOI

2008

Pile-soil stress ratio in bidirectionally reinforced composite ground by considering soil arching effect

Xinjun Zou, Mei Liang Yang, Minghua Zhao, Xiaoli Yang

Journal of Central South University of Technology

DOI

2008

Seismic failure mechanisms for loaded slopes with associated and nonassociated flow rules

Xiaoli Yang, Sui Zhi-rong

Journal of Central South University of Technology

DOI

2008

Estimation of sand liquefaction based on support vector machines

Yonghua Su, Ning Ma, Jian Hu, Xiaoli Yang

Journal of Central South University of Technology

DOI

2007

水平条分法在贴坡高填方路堤稳定性分析中的应用

王志斌，李亮，杨小礼，邹金锋

《中国公路学报》

2007

基于损伤理论的全长式锚杆荷载传递机理研究

邹金锋，李亮，杨小礼，王志斌，赵炼恒

《铁道学报》

2007

极限分析上限法在山区斜坡地基上高填方路堤极限承载力研究中的应用

王志斌，李亮，杨小礼

《塑性工程学报》

2007

高填方路堤强夯试验与数值模拟研究

郭乃正，邹金锋，杨小礼，李亮

《铁道科学与工程学报》

2007

浅埋小净距偏压隧道施工工序的数值分析

杨小礼，眭志荣

《中南大学学报(自然科学版)》

2007

Seismic displacement of rock slopes with nonlinear Hoek–Brown failure criterion

Xiaoli Yang

International Journal of Rock Mechanics and Mining Sciences

DOI

2007

Bearing capacity of foundation on slope determined by energy dissipation method and model experiments

Xiaoli Yang, Zhibin Wang, Jin-feng Zou, Liang Li

Journal of Central South University of Technology

DOI

2007

Influences of nonassociated flow rules on seismic bearing capacity factors of strip footing on soil slope by energy dissipation method

Xiaoli Yang, Naizheng Guo, Lianheng Zhao, Jin-feng Zou

Journal of Central South University of Technology

DOI

2007

Effects of intermediate principal stress on rock cavity stability

Xiaoli Yang, Jin-feng Zou, Sui Zhi-rong

Journal of Central South University of Technology

DOI

2006

浅埋大跨度连拱隧道地震反应分析

杨小礼，张丙强，王志斌，邹金锋，李亮

《中南大学学报(自然科学版)》

2006

冲击压实技术在高速公路高填方路基中的应用研究

赵炼恒，罗恒，李亮，杨小礼，曾中林

《岩石力学与工程学报》

2006

基于土拱效应的抗滑桩合理桩间距讨论

姚成志，李亮，杨小礼

《路基工程》

2006

斜坡地基上高路堤稳定性计算研究

王志斌，李亮，杨小礼

《路基工程》

2006

Upper bound limit analysis of active earth pressure with different fracture surface and nonlinear yield criterion

Xiaoli Yang

Theoretical and Applied Fracture Mechanics

DOI

2006

Stability factors for rock slopes subjected to pore water pressure based on the Hoek-Brown failure criterion

Xiaoli Yang, Jin-feng Zou

International Journal of Rock Mechanics and Mining Sciences

DOI

2006

Hazard development mechanism and deformation estimation of water solution mining area

Yusen He, Zhiwei Li, Xiaoli Yang

Journal of Central South University of Technology

DOI

2005

用于岩土极限分析的非线性能量耗散理论

杨小礼

《中南大学学报(自然科学版)》

2005

Upper bound solution for ultimate bearing capacity with a modified Hoek–Brown failure criterion

Xiaoli Yang, Jian‐Hua Yin

International Journal of Rock Mechanics and Mining Sciences

DOI

2004

非线性破坏准则对被动土压力的影响

杨小礼，李亮，刘宝琛

《工程力学》

2004

Seismic and static stability analysis for rock slopes by a kinematical approach

Xiaoli Yang, L. Li, Jian‐Hua Yin

Géotechnique

DOI

2003

Stability analysis of rock slopes with a modified Hoek–Brown failure criterion

Xiaoli Yang, Liang Li, Jian‐Hua Yin

International Journal for Numerical and Analytical Methods in Geomechanics

DOI

2003

Influence of a nonlinear failure criterion on the bearing capacity of a strip footing resting on rock mass using a lower bound approach

Xiaoli Yang, Jian‐Hua Yin, Liang Li

Canadian Geotechnical Journal

DOI

2002

偏压隧道结构稳定性评价的信息优化分析

杨小礼，李亮，刘宝琛

《岩石力学与工程学报》

2002

线性与非线性破坏准则下岩土极限分析方法及其应用

杨小礼

《中南大学》

2002

岩土工程中极限分析数值模拟的研究进展

杨小礼，李亮，刘宝琛

《有色金属(中英文)》

2002

上限有限元法及其在路堤稳定性分析中的应用

杨小礼，李亮，李克坤

《铁道科学与工程学报》

2001

圆形浅基础地基承载力极限分析的上限解析解

李亮，杨小礼

《铁道学报》

2001

圆形基础极限分析下限解探讨

杨小礼，李亮

《铁道学报》

2001

强震作用下交通隧道的拟静态反应

杨小礼，李亮，刘宝琛

《中国公路学报》

2000

条形基础下纤维加筋土地基承载力初探

杨小礼，李亮

《地下空间与工程学报》

精选作品

期刊论文

植物根系加固对三维土工合成材料边坡的影响（英文）

考虑温度效应对非饱和土壤影响的裂缝台阶边坡三维稳定性（英文）

Face stability assessment of tunnels in rock masses considering strength nonlinearity: Continuous or discretized mechanism?

Seismic bearing capacity of rectangular foundations near slopes using the upper bound method

Three-dimensional stability of two-step slope with crack considering temperature effect on unsaturated soil

地震荷载作用下非饱和土三维台阶边坡三维稳定性分析（英文）

Probabilistic analysis of width-limited 3D slope considering spatial variability of Hoek–Brown rock masses

Revisiting the face stability of rock tunnels in the Hoek–Brown strength criterion with tension cutoff

Stability analysis of three-dimensional two-bench unsaturated soil slopes under seismic loading

非均质各向异性土体中桩加固边坡稳定性研究

局部失稳条件下抗滑桩加固边坡的三维稳定性分析

Bearing Capacity Estimation for Strip Foundation under Transient Flows

Modified pseudo-dynamic bearing capacity of reinforced soil foundations

Stability assessment of a non-circular tunnel face with tensile strength cut-off subject to seepage flows: A comparison analysis

Two-dimensional face stability analysis in rock masses governed by the Hoek-Brown strength criterion with a new multi-horn mechanism

Pseudodynamic Estimation of 3D Active Earth Pressures with a Nonlinear Strength Criterion

Physics-informed deep learning method for predicting tunnelling-induced ground deformations

Seismic bearing capacity of rock foundations subjected to seepage by a unilateral piece-wise log-spiral failure mechanism

Pseudo-dynamic analysis of a 3D tunnel face in inclined weak strata

Bearing capacity of foundations resting on rock masses subjected to Rayleigh waves

基于滑动面离散的边坡三维上限分析机构

Pseudodynamic Analysis of Three-Dimensional Fissured Slopes Reinforced with Piles

Three-dimensional face stability analysis of rock tunnels excavated in Hoek-Brown media with a novel multi-cone mechanism

Three-Dimensional Stability of Slopes under Water Drawdown Conditions

Three-dimensional stability assessments of a non-circular tunnel face reinforced by bolts under seepage flow conditions

Pseudodynamic Approach for Rock Slopes in Hoek–Brown Media: Three-Dimensional Perspective

Seismic Bearing Capacity of Strip Footing with Nonlinear Mohr–Coulomb Failure Criterion

Estimation of the Seismic Bearing Capacity of Shallow Strip Footings Based on a Pseudodynamic Approach

Three-dimensional tunnel face stability considering slurry pressure transfer mechanisms

Three-dimensional tunnel face stability considering the steady-state seepage in saturated and unsaturated regions with changing water levels

3D stability analysis of tunnel face with influence of unsaturated transient flow

Modified pseudo–dynamic bearing capacity of strip footing on rock masses

基于拟动力法和离散化技术的主动土压力估算方法（英文）

Stability assessment of 3D reinforced soil structures under steady unsaturated infiltration

Active earth pressure of 3D earth retaining structure subjected to rainfall infiltration

Analytical approach for stability of 3D two-stage slope in non-uniform and unsaturated soils

Three-dimensional upper-bound analysis of rock slopes subjected to seepage forces based on Hoek-Brown failure criterion

Bearing capacity evaluation for shallow foundations on unsaturated soils using discretization technique

Seismic analysis of 3D active earth pressure for unsaturated backfill

Analysis and design charts for 3D active earth pressure in cohesive soils with cracks

Seismic stability analysis of slopes with cracks in unsaturated soils using pseudo-dynamic approach

Three-Dimensional Face Stability of Tunnels in Unsaturated Soils with Nonlinear Soil Strength

Pseudo-dynamic stability of rock slope considering Hoek–Brown strength criterion

非均质土中台阶边坡的三维稳定性分析（英文）

Stability analysis of a non-circular tunnel face in soils characterized by modified Mohr-Coulomb yield criterion

Seismic stability of three-dimensional slopes considering the nonlinearity of soils

Kinematic analysis of the three-dimensional stability for tunnel faces by pseudodynamic approach

Seismic active earth pressure of unsaturated soils with a crack using pseudo-dynamic approach

Seismic Stability of 3D Tunnel Face considering Tensile Strength Cut-Off

Seismic analysis of 3D geosynthetic-reinforced soil structures in cohesive backfills with cracks

Face Failure Potential of a Circular Tunnel Driven in Anisotropic and Nonhomogeneous Soils

Three-dimensional active earth pressure under transient unsaturated flow conditions

Stability analysis of 3D cracked slope reinforced with piles

Kinematic Stability of Tunnel Face in Non-uniform Soils

Three‐dimensional active earth pressure from cohesive backfills with tensile strength cutoff

New approach for face stability assessment of tunnels driven in nonuniform soils

3D stability assessment of stepped slopes in inhomogeneous soils

Static and seismic stability assessment of 3D slopes with cracks

Three-dimensional active earth pressure for retaining structures in soils subjected to steady unsaturated seepage effects

Stability of plane strain tunnel headings in soils with tensile strength cut-off

Required strength of geosynthetics for reinforced 3D slopes in cohesive backfills with tensile strength cut-off

The failure mechanism of surrounding rock around an existing shield tunnel induced by an adjacent excavation

Face stability analysis of tunnels under steady unsaturated seepage conditions

Stability Analysis of Tunnel Face in Nonlinear Soil under Seepage Flow

Stability analysis of 3D geosynthetic–reinforced earth structures composed of nonhomogeneous cohesive backfills

Limit Analysis of Anchor Trapdoor Embedded in Nonhomogeneous and Nonlinear Soils

Active earth pressure coefficients based on a 3D rotational mechanism

Active Earth Pressure from Unsaturated Soils with Different Water Levels

3D Rotational Failure Mechanism of Tunnel Face in Weathered and Saturated Hoek-Brown Rock Masses

Factor of Safety of Geosynthetic-Reinforced Slope in Unsaturated Soils

Seismic Displacement of 3D Slope Reinforced by Piles with Nonlinear Failure Criterion

Seismic Active Earth Pressure for Soils with Tension Cracks

Required strength of geosynthetics in a reinforced slope with tensile strength cut-off subjected to seepage effects

Upper Bound Solution of the Safety Factor for a Shield Tunnel Face Subjected to the Hoek–Brown Failure Criterion

Active earth pressure for retaining structures in cohesive backfills with tensile strength cut-off

Three-dimensional face stability of shallow-buried tunnels with tensile strength cut-off

An efficient uniform design for Kriging-based response surface method and its application

基于改进属性数学理论的隧道突涌水评估模型（英文）