Coupling effects on class C predictions of soft soil settlements

- Huang, Shan, Huang, Jinsong, Kelly, Richard, Jiang, Shui-Hua, Jonse, Merrick, Kamruzzaman, A. H. M.

Experimental study of the improvement of surrounding soils due to the grouting with a geotextile

- Zhang, Sheng, Liu, Wei, Ye, Xinyu, Li, Yu, Shi, Yifan, Wang, Shanyong

Failure behaviors of granitic rocks induced by point/local loads under biaxial compression stress state

- Du, Kun, Bi, Ruiyang, Sun, Yu, Yang, Chengzhi, Wang, Shanyong, Li, Guichen, Wang, Shaofeng

Seismic response and deformation mechanism of near-fault deep tunnels in a strong earthquake area

- Zhang, Cong, Zhu, Zhende, Wang, Shanyong, Shi, Chong, Li, Wangyang

Seismic response of end-bearing piles in saturated soil to P-waves

- Zheng, Changjie, Kouretzis, George, Ding, Xuanming

Suction effects during uplift of steel pipes buried in compacted soil

- Wu, Jinbiao, Kouretzis, George, Pineda, Jubert, Ouyang, Kaiwen

Interpretation of grouting characteristics in unsaturated sand from the perspective of water–air interface

- Wang, Qiong, Wang, Shanyong, Su, Wei, Pan, Dongyue, Zhang, Zhen, Ye, Weimin

A new dynamic interaction factor for the analysis of pile groups subjected to vertical dynamic loads

- Luan, Lubao, Zheng, Changjie, Kouretzis, George, Ding, Xuanming, Poulos, Harry

Kinematic response of pipe piles subjected to vertically propagating seismic P-waves

- Zheng, Changjie, Kouretzis, George, Luan, Lubao, Ding, Xuanming

Particle breakage of uniformly graded carbonate sands in dry/wet condition subjected to compression/shear tests

- Tong, Chen-Xi, Burton, Glen J., Zhang, Sheng, Sheng, Daichao

Shakedown analysis of ballasted track structure using three-dimensional finite element techniques

- Wang, Kangyu, Zhuang, Yan, Kouretzis, George, Sloan, Scott William

The compaction effect on the performance of a compaction-grouted soil nail in sand

- Ye, Xinyu, Wang, Shanyong, Zhang, Sheng, Xiao, Xiong, Xu, Fang

Vertical vibration of piles in viscoelastic non-uniform soil overlying a rigid base

- Gan, Shishun, Zheng, Changjie, Kouretzis, George, Ding, Xuanming

Micromechanism of the diffusion of cement-based grouts in porous media under two hydraulic operating conditions: constant flow rate and constant pressure

- Zhou, Zilong, Du, Xueming, Wang, Shanyong, Cai, Xin, Chen, Lu

Performance of a compaction-grouted soil nail in laboratory tests

- Ye, Xinyu, Wang, Qiong, Wang, Shanyong, Sloan, Scott, Sheng, Daichao

The influence of the degree of saturation on compaction-grouted soil nails in sand

- Ye, Xinyu, Wang, Shanyong, Wang, Qiong, Sloan, Scott William, Sheng, Daichao

A discrete numerical method for brittle rocks using mathematical programming

- Meng, J., Huang, J., Yao, C., Sheng, D.

From saturated to unsaturated conditions and vice versa

- Lloret-Cabot, Martí, Wheeler, Simon J., Pineda, Jubert A., Romero, Enrique, Sheng, Daichao

Use of photo-based 3D photogrammetry in analysing the results of laboratory pressure grouting tests

- Wang, Qiong, Ye, Xinyu, Wang, Shanyong, Sloan, Scott William, Sheng, Daichao

A unified mechanical and retention model for saturated and unsaturated soil behaviour

- Lloret-Cabot, Martí, Wheeler, Simon J., Sánchez, Marcelo