Abstract
The sheet pile wall (SPW) is carried out from pipes of big diameter which plunge into soil very deeply. Depth of pipes is the settlement size depending on a set of parameters. Depth of pipes provides rigidity and reliability of a construction. SPW has a high rate of a consumption of steel on his production. Authors of the present article suggest to reduce a material capacity of SPW at the expense of reduction of depth of blockage of every second pipe. Decrease in depth of blockage of separate pipes is carried out at preservation of the maximum depth of blockage of other pipes. The design similar to a «comb» because of alternation of long and short pipes turns out. Such decision allows to reduce the total depth of blockage of pipes and as a result leads to decrease in a material capacity and cost of a construction in general. The problem of search of possible reduction of length of a part of pipes is the purpose of the real research. As solutions of the put problem we suggest to execute numerical experimenting in iterative statement with use of modern software. Results of numerical researches of SPW are presented in the present article. The presented results allow to draw a conclusion on efficiency of the solution on decrease in a material capacity of SPW proposed by authors. For obtaining the generalized decision and obtaining undoubtedly the best result of a design of SPW authors consider necessary to execute problem definition in the form of parametrical optimization.
Highlights
With the evolution of the market economy and the transition of the construction industry from costly management methods to the replacement of resource- consuming and expensive retaining walls of gravitational type, made from natural stone, monolithic and prefabricated reinforced concrete, thin-walled structures of various constructions with steel piles were developed
For sheet pile wall (SPW) it is typical that on the entire length of the wall the piles are made of the same diameter and are arranged with an equal pitch
The proposed solution by the authors to reduce the cost of construction and installation works for the building of structures from SPW due to the reduction of the material capacity of the large-diameter steel pipes required a number of researches to verify the possibility of obtaining a positive result
Summary
With the evolution of the market economy and the transition of the construction industry from costly management methods to the replacement of resource- consuming and expensive retaining walls of gravitational type, made from natural stone, monolithic and prefabricated reinforced concrete, thin-walled structures of various constructions with steel piles were developed. For SPW it is typical that on the entire length of the wall the piles are made of the same diameter and are arranged with an equal pitch. This design is characterized by uniform operation and equal reliability in the entire perimeter of the structure [5,6,7,8,9]. For this design, methods for estimating its load capacity and rigidity were developed
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