An Analytical Insight Into Stability Analysis of Unsaturated Multi‐Layered Slopes Subjected to Rainfall Infiltration von Yuan, Cheng, Qin, Changbing, Yang, Yueling, Sun, Zhibin, Li, Liang, Lei, Xiaoqin, Chen Chian, Siau

Volltext

Stability Analyses of Initial Collapse and Earthquake-Induced Secondary Failure Using Discretization-Based Kinematic Analysis von Qin, Changbing, Chen Chian, Siau, Yu, Jian

Volltext

Revisiting seismic slope stability: intermediate or below-the-toe failure? von Qin, Changbing, Chian, Siau Chen, Du, Saizhao

Volltext

Modelling of three-phase strength development of ordinary Portland cement- and Portland blast-furnace cement-stabilised clay von Bi, Jurong, Chian, Siau Chen

Volltext

Kinematic stability analysis of nonuniform soil slopes under pore-pressure effects based on central difference discretization technique von Wang, Hongyu, Qin, Changbing, Chen Chian, Siau

Volltext

Soil Liquefaction–Induced Uplift of Underground Structures: Physical and Numerical Modeling von Chian, Siau Chen, Tokimatsu, Kohji, Madabhushi, Santana Phani Gopal

Volltext

Probabilistic failure envelopes of strip foundations on soils with non-stationary characteristics of undrained shear strength von Shen, Zhichao, Pan, Qiujing, Chian, Siau Chen, Gourvenec, Susan, Tian, Yinghui

Volltext

Modelling creep and swelling after unloading under constant load and relaxation with Bayesian updating von Vergote, Thomas Alexander, Leung, Chun Fai, Chian, Siau Chen

Volltext

Revisiting the face stability of rock tunnels in the Hoek–Brown strength criterion with tension cutoff von Zhong, Junhao, Chian, Siau Chen, Chen, Hui, Hou, Chuantan, Yang, Xiaoli

Volltext

Analysis of working face stability of longitudinally inclined shield driven tunnels in frictional soils von Wu, Ben, Liu, Wei, Chen Chian, Siau, Yan, Jiajia, Cheng, Cheng

Volltext

Revisiting crown stability of tunnels deeply buried in non-uniform rock surrounds von Qin, Changbing, Chian, Siau Chen

Volltext

Impact of Earthquake Characteristics on Seismic Slope Stability Using Modified Pseudodynamic Method von Qin, Changbing, Chian, Siau Chen

Volltext

Post-liquefaction pore pressure dissipation in sand under cyclic stress triaxial testing von Du, Saizhao, Chian, Siau Chen, Qin, Changbing

Volltext

Closed-form solutions for collapse mechanisms of tunnel crown in saturated non-uniform rock surrounds von Qin, Changbing, Li, Yueyang, Yu, Jian, Chen Chian, Siau, Liu, Hanlong

Volltext

Estimation of Strength Development of Cement-Stabilized Clayey Soils with Activity Number, Liquid Limit, and Apparent Void Ratio von Bi, Jurong, Chian, Siau Chen

Volltext

Revisiting factor of safety used for manhole uplift induced by soil liquefaction von Zhang, Zhiyong, Chian, Siau Chen

Volltext

Discretization-Based Kinematic Analysis Method to Seismic Stability of Geosynthetic-Reinforced Slopes Involving Differing Earthquake Approaches von Qin, Changbing, Chian, Siau Chen

Volltext

Seismic Ultimate Bearing Capacity of a Hoek-Brown Rock Slope Using Discretization-Based Kinematic Analysis and Pseudodynamic Methods von Qin, Changbing, Chian, Siau Chen

Volltext

Revisiting Seismic Active/Passive Earth Pressure in Nonuniform Cohesive–Frictional Backfill von Qin, Changbing, Chian, Siau Chen

Volltext

Discretization-Based Kinematic Approach for Three-Dimensional Stability Analysis of Slurry Trenches in Cohesive–Frictional Soils von Wang, Hongyu, Huang, Maosong, Liu, Yihui, Chian, Siau Chen

Volltext