pore water pressure造句

1、Field test on pore water pressure induced by PTC pile installation in soft ground

2、Experimental research on the effect of pore water pressure on the creep laws of soft rock

3、The excess pore water pressure of saturated soft clay foundation caused by pile pushing is obvious.

4、Change of earth pressure, pore water pressure, underground water level, surface deformation, and sub-surface movement all have direct relationship with distance between shield and testing section.

5、Use of on-site burial of pore water pressure meter, to pore water pressure dissipation over the situation to determine the number of tamping, tamping the time interval between times.

6、The average consolidation degrees defined by excess pore water pressure and settlement respectively are different to some extent.

7、The strain excess pore water pressure is a response of the residual strain potential coupled with the skeleton of soil.

8、The curve shape of pore water pressure developing under isotropic consolidation is not the same as that under anisotropic consolidations.

9、Research on dissipation of excess pore water pressure in one-dimensional finite strain consolidation of soft clays

10、The parameter of the pore water pressure and soil pressure are unfitted as the monitoring and forecasting index for bank collapse.

11、The value of pore water pressure dissipation can be divided into two parts. One part is produced by vacuum degree and the other part by groundwater table lowering.

12、The importance to monitor the pore water pressure and to study the permeability of soil under the north anchorage of Jiangyin Yangtze River Highway Bridge is analyzed firstly.

13、The results also showed that the relationship between the normalized pore water pressure and the generalized strain fit the bilinear model.

14、But the negative pore water pressure in the soft soil is smaller, which is decided by the geologic characteristics of the soft soil.

15、The effect of different cyclic shear stress path under isotropic consolidation on the relationship of pore water pressure and accumulated energy dissipation is very little, itcan be ignored.

16、It is still deserved to study the liquefaction strength and dynamic pore water pressure and post-liquefaction character of silt when the clay particle content and silt particle content change.

17、The conclusion shows that DJM has more influence on the pore water pressure of the upper soil, and PVD and DJM both have more influence on the lower soil.

18、The calculated settlements and pore water pressures agree well with the values obtained from the field measurement.

19、As the construction period is rather short, the pore water pressures of the dumping cohesive soil can only partially dissipate and then the shear strength is quite low.