Development law and growth model of dynamic pore water pressure of tailings under different consolidation conditions [PDF]
Tailings dams are in danger of liquefaction during earthquakes. The liquefaction process can be indirectly reflected by the evolution rule of the dynamic pore water pressure.
Changbo Du +4 more
doaj +4 more sources
Field Test of Excess Pore Water Pressure at Pile–Soil Interface Caused by PHC Pipe Pile Penetration Based on Silicon Piezoresistive Sensor [PDF]
Prestressed high-strength concrete (PHC) pipe pile with the static press-in method has been widely used in recent years. The generation and dissipation of excess pore water pressure at the pile–soil interface during pile jacking have an important ...
Yonghong Wang +4 more
doaj +2 more sources
Experimental study on the influence of ground temperature and pore water pressure on the mechanics of excavation unloading sandstone [PDF]
As tunnel engineering in western China advances deeper underground, it encounters increasing issues of high ground temperature and high water pressure.
Sheng Gong +3 more
doaj +2 more sources
Grain Configuration Effect on Pore Water Pressure in Debris Flow [PDF]
The generation and development of excess pore water pressure directly affects the grain interaction in debris flow, which can significantly reduce the friction strength and promote the movement of debris flow.
Taiqiang Yang +7 more
doaj +2 more sources
Response of Step-Like Landslide to Pore-Water Pressure under the Action of Typhoon and Rainstorm [PDF]
Step-like landslides have been attracting more and more attentions because of their displacement with step-like characteristics. At present, there are few studies about the mechanism of a step-like landslide from the perspective of its response to pore ...
Zhijie Huang +3 more
doaj +2 more sources
Experimental model was done for pile model of L / D = 25 installed into a laminar shear box contains different saturation soil densities (loose and dense sand) to evaluate the variation of pore water pressure before and after apply seismic loading.
Haider N. Abdul Hussein +2 more
doaj +3 more sources
An experimental study of deformation and fracture characteristics of shale with pore-water pressure and under triaxial cyclic loading [PDF]
The deformation and fracture characteristics of shale in the Changning-Xingwen region were experimentally studied under triaxial cyclic loading with a controlled pore-water pressure.
Changbao Jiang +6 more
doaj +2 more sources
A new method for determining the pore water pressure around twin shallow circular tunnels [PDF]
To obtain the distribution rules of pore water pressure for twin shallow circular tunnels, the shallow circular tunnels were regarded as fully saturated, homogeneous, isotropic structures in a semi-infinite space. Coordinate transformations were utilized
Tao Zhan +4 more
doaj +2 more sources
Pore water pressure and consolidation of tailing dams based on numerical simulation and similar modeling temporal and spatial distribution study [PDF]
In order to study the spatio-temporal distribution law of pore water pressure and consolidation degree of tailing dams, the distribution law of pore water pressure and consolidation degree of tailing dams under spatio-temporal coupling was investigated ...
Wenxiang Wu +5 more
doaj +2 more sources
Dynamic pore water pressure in saturated soil due to turbine engine’s vibration [PDF]
The turbine engine that is operating will generate vibrations that are transmitted by the foundation into the soil layer. This causes the pore water pressure in the soil to increase, which causes the shear strength of the soil to decrease and can reduce ...
Prihatiningsih Aniek +2 more
doaj +1 more source

