(A) Relationship curves between pipe-soil frictional resistance and jacking distance of jacking circular pipe section in sandy soil at different buried depth. (B) Relationship curves between pipe-soil frictional resistance and jacking distance of jacking circular pipe section in coal granular layer at different buried depth. (C) Relationship curves between pipe-soil frictional resistance and jacking distance of jacking rectangular pipe section in sandy soil at different buried depth. (D) Relationship curves between pipe-soil frictional resistance and jacking distance of jacking rectangular pipe section in coal granular layer at different buried depth.</p
For long-distance rock pipe jacking, the coupled actions of mud float and sediment generate pipe-roc...
The performance of buried pipelines in areas subjected to permanent ground displacements is an impor...
In this research work, a comprehensive review of investigations into pipe jacking operations, and in...
(A) The relationship curves of jacking circular pipe section based on the various research methods. ...
(A) Relationship curves between the pipe-soil frictional resistance and the jacking distance of jack...
Relationship fitting curves between the average pipe-soil frictional resistance and pipe section bur...
Average pipe-soil frictional resistance of jacking circular and rectangular pipe sections under the ...
(A) The fitting results of relationship between lateral pressure coefficient K and buried depth H of...
Previous studies on pipe friction resistance are mainly concentrated in the soil layer, whereas the ...
(A) Experimental condition of jacking pipe section in sandy soil. (B) Experimental condition of jack...
Pipe jacking is a commonly used trenchless technology to install pipelines especially in congested u...
The pipe-soil frictional resistances obtained by the different empirical estimation equations.</p
Trenchless technology is often used in congested urban areas or river crossings to install undergrou...
Abstract In practical engineering, whilst estimating the jacking force of rectangular pipe jacking u...
The pipe-soil frictional resistances calculated by different theoretical calculation equations.</p
For long-distance rock pipe jacking, the coupled actions of mud float and sediment generate pipe-roc...
The performance of buried pipelines in areas subjected to permanent ground displacements is an impor...
In this research work, a comprehensive review of investigations into pipe jacking operations, and in...
(A) The relationship curves of jacking circular pipe section based on the various research methods. ...
(A) Relationship curves between the pipe-soil frictional resistance and the jacking distance of jack...
Relationship fitting curves between the average pipe-soil frictional resistance and pipe section bur...
Average pipe-soil frictional resistance of jacking circular and rectangular pipe sections under the ...
(A) The fitting results of relationship between lateral pressure coefficient K and buried depth H of...
Previous studies on pipe friction resistance are mainly concentrated in the soil layer, whereas the ...
(A) Experimental condition of jacking pipe section in sandy soil. (B) Experimental condition of jack...
Pipe jacking is a commonly used trenchless technology to install pipelines especially in congested u...
The pipe-soil frictional resistances obtained by the different empirical estimation equations.</p
Trenchless technology is often used in congested urban areas or river crossings to install undergrou...
Abstract In practical engineering, whilst estimating the jacking force of rectangular pipe jacking u...
The pipe-soil frictional resistances calculated by different theoretical calculation equations.</p
For long-distance rock pipe jacking, the coupled actions of mud float and sediment generate pipe-roc...
The performance of buried pipelines in areas subjected to permanent ground displacements is an impor...
In this research work, a comprehensive review of investigations into pipe jacking operations, and in...