Analytical Study on the Pullout Distribution of an Anchor with Multiple Grout Bulbs

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

Revisiting the Fundamental Concepts of SoilMechanics Using the General Effective Stress Conceptfor Saturated Geomaterials

- Ding, Zhouxiang, Zhang, Wenjun, Wang, Zhe, Zhang, Zhenhao, Yang, Zhaohui, Wang, Shanyong

Experimental and Numerical Study on Pressure Distribution under Screw and Straight Pile in Dense Sand

- Ho, Hung Manh, Malik, Adnan Anwar, Kuwano, Jiro, Brasile, Sandro, Tran, Thanh Viet, Mazhar, Muhammad Adeel

Experimental investigation of cuttability improvement for hard rock fragmentation using conical cutter

- Wang, Shaofeng, Sun, Licheng, Li, Xibing, Wang, Shanyong, Du, Kun, Li, Xiang, Feng, Fan

Simulating subgrade soil fluidization using LBM-DEM coupling

- Indraratna, Buddhima, Phan, Nghi Minh, Nguyen, Thanh Trung, Huang, Jinsong

Centrifuge model testing of Loess landslides induced by excavation in Northwest China

- Zhang, Shuo, Pei, Xiangjun, Wang, Shanyong, Huang, Runqiu, Zhang, Xiaochao

Dynamic compaction of clays: numerical study based on the mechanics of unsaturated soils

- Ghorbani, Javad, Nazem, Majidreza, Carter, John P.

Strength and Damage Response of Sandstone and Granodiorite under Different Loading Conditions of Multistage Uniaxial Cyclic Compression

- Geranmayeh Vaneghi, Rashid, Thoeni, Klaus, Dyskin, Arcady V., Sharifzadeh, Mostafa, Sarmadivaleh, Mohammad

Numerical study for compaction-grouted soil nails with multiple grout bulbs

- Ye, Xinyu, Wang, Shanyong, Xiao, Xiong, Sloan, Scott, Sheng, Daichao

Approximate analytical solutions for one-dimensional consolidation of a clay layer with variable compressibility and permeability under a ramp loading

- Li, Chuanxun, Huang, Jinsong, Wu, Lizhou, Lu, Jianfei, Xia, Changqing

Numerical study of the failure response and fracture propagation for rock specimens with preexisting flaws under compression

- Pakzad, Ramin, Wang, Shanyong, Sloan, Scott

Pore pressure response to dynamically installed penetrometers

- Sabetamal, Hassan, Carter, John P., Sloan, Scott W.

Quantitative characterization method for the microcontacts and macrocontacts of two-dimensional granular materials

- Guan, Yanpeng, Liu, Xiaoli, Wang, Enzhi, Wang, Shanyong, Wang, Sijing, Zhong, Jianwen

Mean parametric Monte Carlo study of fill slopes

- Lim, K., Cassidy, M. J., Li, A. J., Lyamin, A. V.

Quasi-static rheology of granular media using the static DEM

- Meng, J., Huang, J., Sheng, D., Sloan, S. W.

Slope-stability assessments using finite-element limit-analysis methods

- Lim, K., Li, A. J., Schmid, A., Lyamin, A. V.

Soil conditioning for EPB shield tunneling in argillaceous siltstone with high content of clay minerals: case study

- Ye, Xinyu, Wang, Shuying, Yang, Junsheng, Sheng, Daichao, Xiao, Chao

Three-dimensional slope stability charts for frictional fill materials placed on purely cohesive clay

- Lim, K., Lyamin, A. V., Cassidy, M. J., Li, A. J.

Efficiency of high-order elements in large-deformation problems of geomechanics

- Kardani, M., Nazem, M., Carter, J. P., Abbo, A. J.

Equivalent stress approach in creation of elastoplastic constitutive models for unsaturated soils

- Sołowski, W. T., Sloan, S. W.