Search | Engineering

订阅投稿

首页工程期刊工程焦点工程成就工程前沿关于我们 English

资源类型

期刊论文 4

年份

2023 1

2020 1

2017 1

关键词

多年冻土 1

大尺度路基 1

时间尺度效应 1

现场调查 1

稳定技术 1

路基病害 1

展开︾

检索范围：

排序：展示方式：

Full-scale site evaluation of ventilation expressway embankments underlain by warm permafrost along the

《结构与土木工程前沿（英文）》页码 1047-1059 doi: 10.1007/s11709-023-0034-6

摘要： Ventilation embankments, including those with forced ventilation, natural ventilation, and combination of these, were adopted for the construction of the Gonghe−Yushu Expressway in warm permafrost areas. To evaluate the actual thermal performance of ventilation embankment in the Qinghai−Tibet Plateau, four types of ventilation embankments were selected as objects, and their long-term thermal characteristics were analyzed based on monitoring data. It was found that: 1) under the strong scale effect of a wide embankment, the crushed-rock embankment (CRE) was warming up and the permafrost table was declining year by year. Meanwhile, the combined ventilated slab and CRE and ventilated ducts embankment can effectively decrease the ground temperature and raise permafrost table in the year with a colder winter; 2) transverse temperature difference caused by the shady–sunny slope effect existed in all the four embankments. However, it was weakened by the combined ventilated slab and CRE and the ventilated ducts embankment due to their stronger cooling effect; and 3) the pre-existing embankment had a remarkable thermal disturbance to the adjacent newly-built embankment, so a reasonable embankment spacing should be considered in practical engineering. These findings would provide a reference for construction of expressway embankments in permafrost regions.

关键词： warm permafrost expressway ventilation embankments temperature field

HTML PDF 收藏

Appraising the potential of calcium sulfoaluminate cement-based grouts in simulated permafrost environments

《结构与土木工程前沿（英文）》 2023年第17卷第5期页码 722-731 doi: 10.1007/s11709-023-0950-5

摘要： The aim of this study is to appraise the potential of calcium sulfoaluminate (CSA) cement-based grouts in simulated permafrost environments. The hydration and performance of CSA cement-based grouts cured in cold environments (10, 0, and −10 °C) are investigated using a combination of tests, including temperature recording, X-ray diffraction (XRD) tests, thermogravimetric analysis (TGA), and unconfined compressive strength (UCS) tests. The recorded temperature shows a rapid increase in temperature at the early stage in all the samples. Meanwhile, results of the TGA and XRD tests show the generation of a significant quantity of hydration products, which indicates the rapid hydration of CSA cement-based grouts at the early stage at low temperatures. Consequently, the CSA cement-based grouts exhibit remarkably high early strength. The UCS values of the samples cured for 2 h at −10, 0, and 10 °C are 6.5, 12.0, and 12.3 MPa, respectively. The UCS of the grouts cured at −10, 0, and 10 °C increases continuously with age and ultimately reached 14.9, 19.0, and 30.6 MPa at 28 d, respectively. The findings show that the strength of grouts fabricated using CSA cement can develop rapidly in cold environments, thus rendering them promising for permafrost applications.

关键词： permafrost low temperatures calcium sulfoaluminate cement-based grouts hydration reaction compressive strength

HTML PDF 收藏

“Heavenly Road”: The Qinghai–Tibet Railway

Yongfu SUN

《工程管理前沿（英文）》 2020年第7卷第2期页码 304-307 doi: 10.1007/s42524-019-0079-3

摘要： Xiaobo WANG. [J]. Front. Eng, 2019, 6(1): 131-137.Peter REDFERN, Hua ZHONG. [J]. Front. Eng, 2017, 4(2): 193-200.Qixiang FAN. [J]. Front. Eng, 2017, 4(2): 231-237.Ming-zhou Liu,Cong-hu Liu,Mao-gen Ge,Yuan Zhang,Qing-hua Zhu. [J]. Front. Eng, 2016, 3(2): 144-146.Yu Zhao,Sheng-quan Wang,Ke-chao Zhu. [J]. Front. Eng, 2015, 2(1): 35-38.Ru-gui Chen,Jia-meng Chen. [J]. Front. Eng, 2014, 1(1): 52-61.An Wang. [J]. Front. Eng, 2014, 1(1): 13-17.

关键词： permafrost protection sustainable development health guarantee system

HTML PDF 收藏

高原冻土区公路路基病害及工程对策

汪双杰,金龙,穆柯,朱东鹏,陈冬根,董元宏

《中国工程科学》 2017年第19卷第6期页码 140-146 doi: 10.15302/J-SSCAE-2017.06.020

摘要：

本文分析了青藏公路60多年来的历次改建及病害资料，以道路病害率为依据将青藏公路分为稳定区、基本稳定区、不稳定区和极不稳定区；选取了134 km典型病害路段，分析年平均地温、冻土上限退化速率、含冰量与道路病害关系，确定各因素影响下道路的平均使用年限；研究热棒、片块石、保温板、通风管路基处治效果，以及各处治措施实施后引发的新工程病害，分析新生病害的时间效应，并介绍了弥散式通风路基、单向导热板路基和路基路面一体化散热结构等适用于大尺度冻土路基的新型稳定技术。研究结果表明：年平均地温、冻土上限退化速率、含冰量等因素与道路使用寿命均为负相关关系，在各类处治措施中，热棒、片块石、保温板、通风管加片块石对病害预防的有效率较高。

关键词：多年冻土时间尺度效应路基病害现场调查大尺度路基稳定技术