• Title/Summary/Keyword: Road Demage Analysis

Search Result 2, Processing Time 0.017 seconds

A Study on Cross Member Strength Improvement of Korean Light Tactical Vehicle (한국형 전술차량 크로스멤버 강도개선에 관한 연구)

  • Kim, Sung-Gon;Kim, Sun-Jin;Shin, Cheol-Ho;Kang, Tae-Woo
    • Journal of the Korea Academia-Industrial cooperation Society
    • /
    • v.20 no.12
    • /
    • pp.758-764
    • /
    • 2019
  • The chassis of the Korean light tactical vehicle adopts a frame-on-body structure that uses lightweight design technology in terms of equipment operating characteristics. Military vehicles are operated in much harsher conditions compared to civilian vehicles, including mountainous terrain, especially steep slopes. Due to this characteristic, frame-welded cracks were found on some military vehicles. Therefore, in this paper, road damage analysis was conducted by identifying various roads including the military unit's road. The result confirmed that the operating environment of some military units' tactical road was much harsher than the endurance road test condition. A solution was derived through defect analysis, design review, and actual vehicle driving test. This study can be used as a reference by suggesting the development direction for the durability test of a new vehicle.

Preliminary Analysis of Stabilization of Forest Road Surface Using Geosynthetics (토목섬유를 이용한 임도 노면의 안정성 예비 분석)

  • Lee, Kwan-Hee;Oh, Se-Wook;Ko, Chi-Ung;Kim, Dong-Geun
    • Journal of the Korean Society of Environmental Restoration Technology
    • /
    • v.18 no.6
    • /
    • pp.51-60
    • /
    • 2015
  • This study conducted shear strength test and plate bearing test to look into the characteristics of bearing capacity using geosynthetics case on forest road surface. The shear strength test showed that the internal friction angle at the time when geosynthetics was used was measured larger on average than that in the unreinforced case. Therefore, using geosynthetics case produced more bearing capacity reinforcement effect. The result from the comparison test of internal friction angle by geosynthetics type revealed that the internal friction angle at the time when geotextile case was used was measured larger. That was attributable to the difference between the area of the total cross section of geotextile made in type of non-woven fabric and its material. Plate bearing test showed that the settlement at the time when geosynthetics was used was measured smaller than that in the unreinforced case. Therefore, using geosynthetics produced more bearing power reinforcement effect. The result from the comparison test showed that geogrid case was measured smaller than geotextile case. Henceforth, It is seemed that it will be necessary to keep studying the reinforcement engineering and process of forest road surface which fits the characteristics and conditions of geosynthetics to prevent forest road demage.