“raft foundation”可以造什么句，raft foundation造句

Analysis method of rigid piled raft foundation under vertical loading

Be affected by friction between raft and foundation, anchor of pile foundation, and bound of adjacent block, much bigger pile-raft foundation can't deform freely.

On the prevention measures of the large area concrete of cracks on the raft foundation

Discussion on settlement calculation of the raft foundation in high-rise buildings

Moreover so far there is not a uniform and integrated calculating method on piled raft foundation design.

Research for the deformation and internal forces of piled raft foundation on a thick soft substratum are concerned with not only the interaction between pile, raft and soils but the also the time.

Where the bearing capacity is particularly poor or the quality of the soil varies considerably, a raft foundation is often recommended to support normal buildings.

Preserve temperature and wet maintenance methods, usage of "water-stored the surface of the concrete", is applied to protect the key to construction quality of mass concrete of the raft foundation.

Analysis on settlement of piled raft foundations under repeated loading and verification by centrifugal model tests

Analysis on mechanics of raft foundation which setting a catchpit

The large plinth of thick raft foundation refers to the raft foundation which links several separate architectural units above the ground as a whole by extended substructure.

Optimization of piles-raft foundation design for multiple towers with big chassis

With the example of the Chengdu Guoxin Plaza project, authors introduce some aspects of raft foundation such as design, construction, test and economic analysis.

By finite element method, the distributions of additional stress of piled raft foundations in different raft rigidities are analyzed.

On reforming strip foundation into raft foundation in brick-concrete structure residential building

The key point in the piled raft foundation design is to determine the proportion of load carried by piles and raft and the effect of diminished settlement of piles.

This paper presents an effective analytical model to estimate load capacity possessed by supporting soil for piled raft foundations.

Combined with new design ideas, from two aspects: reducing settlement design and variable rigidity design for balance settlement the optimization design of piled raft foundation is discussed.

Research review of design calculation method and model test of piled raft foundation