Floor Heave Mechanism and Anti-Slide Piles Control Technology in Deep and Large-Span Chamber von Shi, Jian, Kong, Desen

Volltext

Analytical Model for Tunnel Face Stability in Composite Strata Considering the Arching Effect von Kong, Desen, Teng, Sen, Shi, Jian, Zhao, Mingkai, Deng, Meixu

Volltext

Dynamic Response of Composite Steel Lining Structure under Blast Loading von Kong, Desen, Song, Cheng, Xu, Yu

Volltext

Numerical Simulation of Seismic Soil-Pile Interaction in Liquefying Ground von Kong, Desen, Deng, Meixu, Li, Yazhou

Volltext

Seismic Interaction Characteristics of an Inclined Straight Alternating Pile Group-Soil in Liquefied Ground von Kong, Desen, Zhao, Zhimin, Deng, Meixu

Volltext

A Study on the Seismic Response Characteristics of an Oblique Pile Group-Soil-Structure with Different Pile Caps von Deng, Meixu, Chen, Yongpo, Bai, Yifei, Kong, Desen

Volltext

Study of the Force and Deformation Characteristics of Subsea Mudmat-Pile Hybrid Foundations von Kong, Desen, Deng, Meixu, Liu, Yi, Tan, Xiaoyan

Volltext

Experimental Study on Mechanical Deformation Characteristics of Inclined and Straight Alternating Pile Groups von Kong, Desen, Li, Yazhou, Deng, Meixu

Volltext

A coupled fractal model for predicting the relative permeability of rocks considering both irreducible fluid saturation and stress effects von Zhao, Mingkai, Kong, Desen, Shi, Jian, Teng, Sen

Volltext

Combined effects of the roughness, aperture, and fractal features on the equivalent permeability and nonlinear flow behavior of rock fracture networks von Zhao, Mingkai, Kong, Desen, Teng, Sen, Shi, Jian

Volltext

Stress-Dependent Fractal Model for Predicting the Relative Permeability of Rocks Based on Equivalent Capillaries von Kong, Desen, Zhao, Mingkai, Teng, Sen, Shi, Jian

Volltext

An Improved Failure Model Considering the Arching Effect for Tunnel Face Stability in a Weak and Fractured Rock Mass von Kong, Desen, Teng, Sen, Shi, Jian, Zhao, Mingkai

Volltext

Analysis of influencing factors of lateral soil resistance distribution characteristics around monopile foundation for offshore wind power von Kong, Desen, Liu, Yi, Deng, Meixu, Zhao, Xinyuan

Volltext

Study on Calculation of Pile Sliding Interval of Large-Diameter Steel Pipe Piles on Offshore Platforms von Kong, Desen, Xu, Yu, Deng, Meixu

Volltext

Comparative Analysis of Load Responses and Deformation for Crust Composite Foundation and Pile-supported Embankment von Wang, Ying, Chen, Yonghui, Hu, Zhenhua, Feng, Qiang, Kong, Desen

Volltext

Comparative analysis of seismic response characteristics of pile-soil-structure interaction system von Desen, Kong, Maotian, Luan, Weiming, Wang

Volltext

Study on Robust Stability of Double Row Piles Supporting Structure Composed of Existing and Newly Added Piles under the Condition of Underground Space Downward Story-adding von Kong, Desen, Hou, Di, Zhao, Xinyuan, Sun, Tianjiao, Wang, Xiaomin

Volltext

TBM Selection Optimization and Tunneling Parameter Control in Complex Offshore Strata for Urban Rail Transit von Jian SHI, Weijing LIU, Shilin ZHANG, Suozai LI, Desen KONG

Volltext

Basal Heave Stability Analysis of Deep Foundation Pit in Soft Soil von Kong, De Sen, Men, Yan Qing

Volltext

Stability Prediction of Surrounding Rocks and Optimum Design of Roof-Bolt Parameters in Deep Roadway von Kong, De Sen, Chen, Yong Po

Volltext