Results 131 to 140 of about 131,703 (211)

Influence mechanism exploration and machine learning prediction of loess compression deformation coefficient under multi-factor coupling effects. [PDF]

PLoS One
Zhou W, Deng C, Wang J.
europepmc   +1 more source

Comparative assessment of investigation methods for tensile strength of soils: A review. [PDF]

iScience
Sun Y, Huang W, Gan L, Zhang H, He Y, Yu J, Ye W, Shen Z, Xu L, Li L.   +9 more
europepmc   +1 more source

Evalutation of mechanical properties of cement treated soils with different plasticity [PDF]

, 2019
Altun, Selim, Bezuijen, Adam, Bozyigit, Irem, Di Emidio, Gemmina, Verastegui Flores, R. Daniel   +4 more
core  

Insights from indoor testing and numerical simulations of the Lanniqing Landslide in Zhaotong, Yunnan Province, China. [PDF]

Sci Rep
Zongheng X, Yunying C.
europepmc   +1 more source

Study on the synergistic mechanism of mechanical response and microstructural evolution in cement-silt-modified aeolian sand. [PDF]

Sci Rep
Li X, Miao C, Yuan B, Yang W, Ren K, Pang X.   +5 more
europepmc   +1 more source

Study on Compression Properties and Construction Applications of Loess Filling Materials for High Embankments Along G85 Expressway in Eastern Gansu Province. [PDF]

Materials (Basel)
Sun W, Chen Y, Yi X, Zhao J, Liu L, Wang H, Han M.   +6 more
europepmc   +1 more source

Fracture-based grasping: dynamic impact enables predictable robotic anchoring to freshwater ice. [PDF]

Npj Robot
Galassi A, Trebi-Ollennu A, Papadopoulos P, Stuart HS.   +3 more
europepmc   +1 more source

Numerical analysis of dynamic behavior of falling rock block impact against soil-rock mixture by coupling DEM-FDM approach. [PDF]

Sci Rep
Zhang Y, Guo Q, Zhang H, Wang Y, Wang X, Zhang X.   +5 more
europepmc   +1 more source

Mechanical properties and micromechanisms of natural fiber-modified saline soil. [PDF]

Sci Rep
Liu Z, Naibi W, Qu J.
europepmc   +1 more source

Development of a novel pendulum column base isolation system with vertical negative stiffness (PC-VNS) for pile-like behavior for seismic applications. [PDF]

Sci Rep
Azizi A, Barghian M.
europepmc   +1 more source