Advancement ratio effect on screw pile performance in the bearing layer

- Anwar Malik, Adnan Anwar, Istiaq Ahmed, Shekh, Ali, Umair, Kamran Hussain Shah, Syed, Kuwano, Jiro

Cyclic Lateral Responses of Monopiles Considering the Influence of Pile—Soil Relative Stiffness in Sand

- Wang, Yang, Zhu, Ming-xing, Gong, Wei-ming, Dai, Guo-liang, Wu, Jin-biao, Zhu, Wen-bo

Experimental study on an ideal compaction grouting into sand

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

Analysis of inclined strip anchors in sand based on the block set mechanism

- Yu, S. B., Hambleton, J. P., Sloan, S. W.

Kinematic limit analysis of pullout capacity for plate anchors in sandy slopes

- Yu, S. B., Merifield, R. S., Lyamin, A. V., Fu, X. D.

Numerical simulation of cone penetration testing using a new critical state constitutive model for sand

- Kouretzis, George P., Sheng, Daichao, Wang, Dong

Numerical simulation of CPT cone penetration in sand

- Kouretzis, George P., Sheng, Daichao, Wang, Dong

A constitutive model for sand based on non-linear elasticity and the state parameter

- Cameron, D. A., Carter, J. P.

A variational principle of elastoplasticity and its application to the modeling of frictional materials

- Krabbenhøft, K.

A general density law for sands

- Lorincz, János, Imre, Emoke, Trang, Q. Phong, Pusztai, János, Telekes, Gábor, Rajkai, Kálmán, Fityus, Stephen, Schanz, Tom

A volume-stress model for sands under isotropic and critical stress states

- Sheng, Daichao, Yao, Yangping, Carter, John P.

Two- and three-dimensional bearing capacity of footings in sand

- Lyamin, A. V., Salgado, R., Sloan, S. W., Prezzi, M.