Personal Information

  • Master Tutor

  • Name (Pinyin):

    mapeng

  • School/Department:

    土木工程学院

  • Business Address:

    西安建筑科技大学雁塔校区教学大楼725室

  • Gender:

    Male

  • Contact Information:

    mply@xauat.edu.cn

  • Status:

    Employed

  • Academic Titles:

    陕西省岩土力学与工程学会理事

  • Other Post:

    西安建筑科技大学岩土与地下工程系科研秘书

  • Alma Mater:

    日本九州大学

  • Discipline:

    Mining Engineering
    Geotechnical Engineering

Other Contact Information

  • PostalAddress:

  • Telephone:

  • Email:

Paper Publications

Home > Scientific Research > Paper Publications

Experimental Study and Performance Comparison of Different Jacking Pipes under the Effects of Concentrated Loads

  • Release time:2026-09-26
  • Hits:

  • Affiliation of Author(s):

    土木工程学院

  • Journal:

    Journal of Pipeline Systems Engineering and Practice

  • Key Words:

    Pipe jacking; Concrete pipe; Fiber-reinforced concrete; Concentrated load; Steel shell–reinforced concrete pipe; Experiment

  • Abstract:

    Pipe jacking is one of the trenchless methods that can satisfy the majority needs of municipal pipeline construction and can be widely used all over the world. However, the construction scenarios and engineering geological environments are becoming more complex, especially jacking through the gravel or pebble stratum condition. The impacts of concentrated loads from the gravel or pebbles on the jacking pipes have not been well examined. This paper designed a concentrated load-bearing test for jacking pipes to simulate effects under the action of pebbles or cobblestones. This study tested and compared the performance of reinforced concrete, fiber-reinforced concrete, and steel shell–reinforced concrete pipes under concentrated loads to improve their load-bearing capacity in challenging conditions. Moreover, a comparative study was conducted on the aforementioned three pipes under a concentrated load. According to the test data, pipes are more susceptible to damage under concentrated loads. The load-bearing capacity of the steelshell–reinforced concrete pipe was 39.88% and 12.77% higher than that of reinforced concrete pipe and fiber-reinforced concrete pipe, respectively. In terms of deformation ability, the fiber-reinforced concrete pipe displayed 91.55% and 39.34% higher ability than that ofsteel shell–reinforced concrete pipe and reinforced concrete pipe, respectively. The findings of this research have intuitive reference value or the subsequent design of pipe jacking in gravel and pebble formations.

  • First Author:

    Peng Ma

  • Indexed by:

    Journal paper

  • Translation or Not:

    no

  • Date of Publication:

    2025-06-21

版权所有：西安建筑科技大学 | 站点维护：网络与信息化管理处

Back
Top