Results 21 to 30 of about 17,731 (176)

The behavior of the Perbaungan railway subgrade

, 2022
Railway subgrade is a layer consisting of soil material which can be in the form of natural soil, repaired material, and in the form of embankment of selected soil material that meets the specifications.
Aazokhi Waruwu, Muhammad Arfan, Tubel Oktor Waruwu   +2 more
core   +1 more source

УЧЕТ НЕОДНОРОДНОСТИ ЗЕМЛЯНОГО ПОЛОТНА ЖЕЛЕЗНОДОРОЖНОГО ПУТИ ПРИ ОПРЕДЕЛЕНИИ ЕГО НАПРЯЖЕННО-ДЕФОРМИРОВАННОГО СОСТОЯНИЯ

Nauka ta progres transportu, 2018
Цель. Увеличение скорости движения и грузоподъемности поездов приводит к увеличению нагрузки на железнодорожный путь и, в свою очередь, нагрузки на земляное полотно.
L. P. Telipko, L. M. Mamaev, S. V. Raksha   +2 more
doaj   +1 more source

Distribution of temperature, moisture, stress and strain in the highway

Инженерно-строительный журнал, 2018
The paper analyzes regularities for the distribution of temperature, moisture, stresses and strains in pavement and subgrade of the highway, located in northern part of Kazakhstan, within one year, especially during cold season.
Bagdat Teltayev, Jiankun Liu, Elena Suppes   +2 more
doaj   +1 more source

Extraction of eucalyptus trees along railway lines based on decision tree classification and identification of potential landslides: A case study along Guangxi section of the Guizhou—Guangxi Railway

Zhongguo dizhi zaihai yu fangzhi xuebao
The unique growth characteristics of eucalyptus can result in the depletion of soil nutrient and fertilizers, leading to land degradation and geological hazards like landslides.
Mingming MA, Shangqian WU, Meng XIE, Peng TONG, Xiaobo YUAN   +4 more
doaj   +1 more source

Regulation of temperature control and heat transfer characteristics in permafrost subgrade by phase change materials

Zhongwai Gonglu
Heat transfer models were built for ordinary subgrade and phase change subgrade to reveal the temperature control and heat transfer laws of phase change subgrade in permafrost regions of the Qinghai‒Tibet Plateau.
Li Zijun, Wang Mingtian, Zhao Nanlu, Zhao Huilong, Hao Ruoyu   +4 more
doaj   +1 more source

Attenuation Law of Train-Induced Vibration Response of Subgrade in Beijing–Harbin Railway

Shock and Vibration, 2021
To investigate environmental vibration in the case of railway subgrade in seasonally frozen regions, field experiments were conducted on the Beijing–Harbin railway subgrade of China in autumn and winter.
Ziyu Wang, Xianzhang Ling, Lina Wang, Yingying Zhao   +3 more
doaj   +1 more source

Analysis of the Embankment Settlement on Soft Soil Subgrade with a Cement Mixed Pile

Advances in Civil Engineering, 2021
The settlement of the widening of soft soil subgrade highways is typically associated with different treatment positions of cement mixed piles. In order to overcome this, in the current paper we employ the finite element method to simulate and analyze ...
Liang Yang, Wenyuan Xu, Keke Li
doaj   +1 more source

Fracture characteristics of a cement concrete pavement plate considering subgrade modulus decay based on a meshless finite block method

Frontiers in Materials, 2023
The decrease in the subgrade modulus immersed in rainwater can significantly increase the fracture risk of a cement concrete pavement plate. The aim of this study was to develop a meshless finite block method (MFBM) to reveal the failure mechanism of a ...
Hui Wei, Hui Wei, Yu Zhou, Wang Huang, Pihua Wen, Jue Li   +5 more
doaj   +1 more source

Investigation of Subgrade Stabilization Life-Extending Benefits in Flexible Pavements Using a Non-Linear Mechanistic-Empirical Analysis

Infrastructures
This paper investigates the effect of subgrade soil stabilization on the performance and life extension of flexible pavements. Several variables affecting soil stabilization were considered, including subgrade soil type (CL or CH), additive type and ...
Ali Reza Ghanizadeh, Mandana Salehi, Anna Mamou, Evangelos I. Koutras, Farhang Jalali, Panagiotis G. Asteris   +5 more
doaj   +1 more source

Cyclic plastic deformation characteristics of subgrade under moving train wheel load [PDF]

, 2015
Cyclic plastic deformation of subgrade and other engineered layers is generally not taken into account in the design of railway bridge transition zones, although the plastic deformation is the governing factor of frequent track deterioration.
Gallage, Chaminda, Dareeju, Biyanvilage, Ishikawa, Tatsuya, Dhanasekar, Manicka   +3 more
core   +1 more source