填筑路堤的路堑开挖土石料性能分类研究

提出了以石块为主的用作路堤填料的路堑开挖土石料按岩性进行分类的依据和标准，讨论了用它们填筑路基的施工工艺，质量控制要点及质量指标检测方法。     

海滨滩涂区抛石挤淤路基处理方案

本文从实例出发,仔细地分析了海滨填海路基的特点,针对具体情况提出相应的处理加固方法,对于其他地质条件下的软土路基处理有一定的参考性。     

在路桥施工中应用土工布的几点做法和体会

本文论述了土工布在道桥施工中遇到护坡时以及城市道路改造工程中作为反滤层的特点,土工布在施工中的方法及注意事项。     

鄂西南路基边坡影响土壤侵蚀量因素分析

为深入了解路基边坡土壤侵蚀过程及其影响因素,以位于鄂西南的湖北沪蓉西高速公路恩施至利川段公路路基边坡作为研究对象,在天然降雨条件下进行土壤侵蚀观测,对路基边坡土壤侵蚀的主导因子进行分析判断.结果表明,影响土壤侵蚀量的最主要因素是降雨过程,总体上降雨量、降雨历时和降雨强度对土壤侵蚀量产生的影响较为接近;在坡度较缓的坡面,降雨量的影响大于降雨强度,而在坡度较陡的坡面,降雨强度的影响大于降雨量;在以时间为变化序列的因素中,对土壤侵蚀的影响大小顺序依次为:降雨>土壤含水量>植被覆盖度;土壤侵蚀量与坡长、坡度均不存在显著相关关系,与坡长相比,土壤侵蚀量对坡度的变化更为敏感.     

对林区道路翻浆的原因分类及处治探讨

本文提出了公路工程中主体结构之一路基常见病害——翻浆。对其产生的原因,分成几大类型进行了探讨,并提出防治的办法。     

泊松曲线在软土路基沉降预测中的应用研究

泊松曲线是一种精度较高的沉降预测方法,但是它只能在等时空距数据条件下才能使用,在工程实际中观测的数据很难满足这一要求。本研究采用最小二乘法与Lagrange二次插值法将非等时空距数据转化成等时空距数据,并以某高速公路试验段沉降观测数据为例,建立了沉降量泊松曲线预测模型,并与灰色模型、三点法、双曲线法的预测结果及实测结果进行了对比,结果表明,泊松曲线模型的预测沉降量与实际沉降量更接近。     

防止路基冲刷的几种施工处理形式

近年来,许多森工企业进入了局址小城镇建设、改造时期,其中一个重要的基础性设施建设工程,就是修建水泥路面的主巷道。为保证路基的稳定,防止路基冲刷和淘空,作者提出了四种施工方法以供参考。     

Stability of Particle size Improved Roadbed in Permafrost

Roadbed stability, including thermal and strength stability, is the ability of roadbed to adapt to pavement settlement, slurry effusion, shear slide and haunching up of the roadbed resulting from moving vehicles and many natural influences. Thermal stability is the sensitivity of the thermal state of the roadbed to the external environmental condition. It is the key point of the roadbed stability in permafrost. Research concerning roadbed thermal stability in permafrost is analyzed, and the judgment principle of thermal stability is discussed. The regular change of the ground temperature and deformation of particle size improved roadbeds are analyzed by studying field observation data of the particle size improved roadbed after two freezing and thawing cycles. We conclude that the particle size improved roadbed can raise the upper limit of frozen soil. Based on the judgment principle, the particle size improved roadbed is regarded as a new type of stable structure.     

公路崩滑体路基病害及治理

山区公路建设中,由于地形地貌条件的制约,经常会遇到路线须从崩滑体穿越,且以崩滑体为路基的情况.此时,崩滑体的失稳变形可能造成路基出现过大变形、开裂、甚至滑塌等病害现象.以国道319线BK27+037～BK27+203路基为例,介绍崩滑体滑塌造成的路基变形、开裂等病害现象、调查分析其形成原因,在进行稳定性计算的基础上,依据一定的设计原则并结合现场实际,对该病害路基进行了工程处治.工程竣工后一年多的运行情况表明,处治效果是有效的.     

Matric Suction Effect on Shear Strength of Roadbed Unsaturated Soil

A study which focuses on the role of matric suction in the stress strength of roadbed unsaturated soil was presented. Two types of tests were described, namely, the suction controlled shear test and microstructure scanned test. For the former, four sub tests were conducted under different suction and net normal stress conditions. And two unsaturated soil samples that belong to the same type but with different water contents were scanned. In contrast with clay soil, the corresponding results show that the strength of silty sand soil does not always increase as matric suction increases or soil water content decreases; there exists a peak contributed by matric suction that acts on soil stress strength. The main reason for this kind of phenomenon is due to the typical microstructure of this type of soil and the various types of pore water retention. Additionally, the state of stress in which soil sample meets can also exerts important influence on soil strength.