“diaphragm wall”造句，怎麼用diaphragm wall造句

Simulation of seepage field and stress field in the foundation pit adopting diaphragm wall

Various scales of cracks occurred in the Tongma levee body during the construction of diaphragm wall.

The technology of the wall linking is the key point for the diaphragm wall construction, the quality of the linking construction will impact direct on the designing features of the diaphragm wall.

For deep and pervious soil foundation under earth-rockfill dam, a concrete diaphragm wall must be provided to control seepage.

But the advantage of spatial influence of annular underground diaphragm wall was usually ignored due to the uncertainty of soil-wall interaction and uncontrollability of construction process.

The FEM are applied to the analysis of the deformation features of embankments, and the location, strength and thickness of diaphragm wall are studied.

Now the pipe-joint technology is universal used in the linking construction of the diaphragm wall because of its connection speed, high-performance, energy-saving, low consumption.

The continual arch form supporting system is made up of arch shape field operating reinforcement concrete thin diaphragm wall and assembly steel pipe concrete continual arch shape interior supporting.

The construction conditions of diaphragm wall wharf, Jingtang Harbour District are introduced and analysis on the proposal for the covered type of deep water sheet pile wharf are made in the paper.

Allow for 20 service openings through the diaphragm wall.

On the quality control measures of concrete diaphragm wall construction

Artificial borehole diaphragm wall and reverse construction method are adopted according to the characteristics.

The model considered the circular diaphragm wall and circular lining as elastic material, and the soil as D-P model.

In this paper, the question of design and construction of diaphragm wall used in large rectangular storm pumping station is discussed and studied.

This article also analyses in detail that various calculation conditions and influence of change of the parameters of fill materials on horizontal displacement of the concrete diaphragm wall.

The diaphragm walling is usually cast in sections not exceeding 6 meters in length.

The superficial branch (circumflex branch) gives off branches to the left atrium, lateral and diaphragm wall of the left ventricle and part diaphragm wall of the right ventricle.

The retaining and protection structure for this deep excavation was concrete diaphragm wall supported by plane concrete frame inside.

The tie in segment of the diaphragm wall is connected using pre reinforced concrete pile. The foundation strata of two shield well is also reinforced by deep mixing piles in order to seal water.

Underground diaphragm wall had been great used in enclosure structure of subway and deep foundation.

Analysis of underground diaphragm wall by iterative incremental method

The lap of diaphragm wall with curtain grouting is the weak point of dam base seepage control, so in construction process the lap quality must be ensured.