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1.
岩溶地区灌注桩施工难度较大，地质条件不同，岩溶发育程度各异，情况不同，处理方法也不同，主要有施工超前孔；超截面代换；小孔注浆补强；嵌岩力的作用；堵漏及护壁；先易后难原则；清渣方法。砼灌注时应注意：初量尽可能大，灌注过程导管深埋；下钢护筒的孔在砼中应当加缓凝剂 相似文献
2.
各个地区的漂砾卵石层因厚度、大小、软硬程度不同，其钻进施工技术方法也各有不同。本文介绍了豫西三门峡涧河河漫滩地的漂砾卵石层爆破法联合钻进施工的基本技术方法，供施工同类地层参考 相似文献
3.
现浇混凝土渠道工程因施工方法的不同分为现浇抹面混凝土和现浇清水混凝土。认真分析两种不同的施工方法并进行对比,就能了解到两者在强度、耐久性等方面差距很大,必定直接影响到渠道的功能、价值和安全使用年限。 相似文献
4.
周发贵 《地球科学与环境学报》2001,23(1):63-65
路基施工中保证路基填筑密实度，通常沙土路基采用水夯；普通路基采用振动碾、羊角碾等重型机具振密夯实。但在缺电、缺水，高气温、大风沙的沙漠气候等恶劣的施工条件下，风沙路基的施工如何保证路基填筑的密实度和施工机械在风沙路基上作业而不陷车的问题，就目前没有合适的经验可借鉴，也没有规范可参考。因此把在包西线神木北至延安北段的铁路工程建设中风沙路基施工所取得的经验和施工技术作一介绍。 相似文献
5.
近几年来，齐齐哈尔市楼房基础普遍应用钻孔压浆桩，该工艺很适合齐市地层情况，承载力高，施工效率高，是北方地区施工期短的优选桩型。由于应用广泛，很多施工队伍前来招标，所以施工质量就难免出现问题，根据多年的施工经验，浅谈一下钻孔压浆桩施工质量的保证措施。 相似文献
6.
大跨度连续钢构桥上部构造施工，常采用挂篮悬臂浇筑法施工，即每浇筑一块混凝土箱梁，混凝土达到强度后就进行预应力张拉，然后挂篮前移，浇筑下一块箱梁，周而复始直至合拢。在大跨度连续钢构桥挂篮悬臂浇筑法施工过程中，挠度变形是显著的，既有重力引起的向下挠度变形，又有张拉力引起的向上的挠度变形，还有温度变化引起的温度升高悬臂向下、温度降低悬臂向上的挠度变形。这种挠度变形在大跨度连续纲构桥上部施工过程中，必须对其监测，并在计算箱梁放样标高时考虑改正，只有这样才能保证对向施工悬臂的竖向合拢精度，从而确保施工质量。因此挠度监测在大跨度连续钢构桥施工中占有极苴莆季的地位。 相似文献
7.
场地土方工程测量就是在施工场地平整前进行土方量测算的测绘工作,测量的目的是计算工程施工区域的土方填（挖）数量。土方数量的测量、计算是建筑工程施工中工程量预算、编制施工组织设计和合理安排施工现场的重要依据。根据施工场地自然地形的不同,常用的测量计算方法有方格网法、断面法、地形等高线法等,可使用水准仪或全站仪,计算方法多为手工计算。 相似文献
8.
青岛台体应变短周期(小于128 min)气压系数2018-01出现阶变，通过对观测系统、台站周边施工情况、监测环境等逐项现场核实，排除观测系统、周边施工的影响。利用离散小波变换和回归分析发现，钻孔水位的气压系数与体应变气压系数同步阶变，结合台站钻孔施工当天体应变钻孔水位变化、体应变趋势变化、其他相邻台站水位气压系数变化等数据认为，台站钻孔施工是导致体应变气压系数变化的原因，并定性分析其变化机理。 相似文献
9.
超长隧洞施工测量若干问题研究 总被引：2，自引：0，他引：2
超长隧洞施工测量属于超规范作业，为保证超长隧洞贯通，必须对超长隧洞施工测量进行研究。对隧洞施工测量中洞口控制网布设、数据处理及其误差对贯通的影响与洞内基本控制网的布设、平差及检核方法等若干问题进行了研究，所得成果已运用于引黄入晋工程中的南干5^#和7^#超长隧洞施工测量中，确保了两超长隧洞的顺利贯通。 相似文献
10.
目前，随着测量仪器的改进，施工测量中一般采用全站仪来完成。但是在施工中，随着施工的进展，各种建筑物或构筑物的搭建，经常会碰到控制点被破坏、被遮挡的情况，使得原有的控制点问不通视，或无法顺利施测，或者即使通视也需要支站增加临时控制点。为此，本文讨论在上述情况下使用全站仪快速设站的方法。 相似文献
11.
为减少公路工程建设项目和地质灾害之间的相互影响,工程建设之前必须对工程建设用地存在的地质灾害进行评估。结合国道317线汶川至马尔康段公路改建工程的特点,对工程遭受或工程建设可能诱发加剧的滑坡和崩塌灾害发生的可能性作了分析,并提出相应的防治对策,为拟改建的公路建设提供指导性建议。 相似文献
12.
Large-scale transportation infrastructure construction in ecologically vulnerable areas such as the karst region of Southwest China requires estimation method for better project design. This research was carried out on a four-lane highway(the Guilin-Guiyang highway, G76) and a two-lane highspeed railway(the Guilin-Guiyang high-speed railway,GGHSR) in karst areas in Guizhou and Guangxi provinces. The highway and high-speed railway were constructed in the 2010 s and covered by Landsat images whose multispectral information could be used for research purposes. In this study, the severity of the impact and the CO_2 emissions from the G76 and GGHSR construction were evaluated. Landsat images and field meteorological measurements were applied to calculate the surface functional parameters(surface temperature and surface wetness) and heat fluxes(latent, sensible and ground heat flux) before and during the highway and high-speed railway construction; the amount of CO_2 emissions during the G76 and GGHSR construction were determined by using budget sheets, which record the detail consumptions of materials and energy. The results showed that the decrease of water evaporation from the highway and high-speed railway construction can reach up to 26.4 m~3 and 20.1 m~3 per kilometer, which corresponds to an average decrease in the vegetation cooling effect of 18.0 MWh per day per highway kilometer and 13.7 MWh per day per high-speed railway kilometer, respectively. At the meantime, the average CO_2 emission densities from the G76 and GGHSR construction can reach up to 24813.7 and 36921.1 t/km, respectively. This study implied that extensive line constructions have a significant impact on the local climate and the energy balance, and it is evident that selecting and planting appropriate plant species can compensate for the adverse effects of line constructions in karst mountain regions. 相似文献
13.
Deformation and failure of high slope impact the construction and operation safety of highway in the mountainous areas. The
deformation and failure are mainly caused by poor design which normally has not well combined with the geological conditions
and unplanned construction. Therefore, effective design and construction management should be conducted for ensuring a successful
construction without damage and risk. In light of the reality of high slope construction along highway in the Huangshan area,
this paper proposes a technical procedure for dynamic design and construction management of high slopes along highway in the
mountainous area. The proposed construction management scheme is divided into three phases, i.e., 1) design phase, 2) preparation
phase of excavation, and 3) construction phase. During the design phase, experiences and lessons learnt from the design and
construction of other high slopes along highway in the same region are summarized. The number of slopes and slope height should
be optimized from the aspects of route selection and route form. During the preparation phase of excavation, “Excavation Permit
Management System” should be adopted, and construction scheme should be made by the construction unit, then the scientific
research and design unit determine whether it guarantees slope stability and makes optimization measures. During the construction
phase, the scientific research unit would make proposal of optimization design, and apply the achievements of scientific research
into practice through common efforts of various units based on the understanding of excavation and investigation. The management
system mentioned above is adopted to conduct dynamic design and construction management for more than 90 slopes along the
Huangshan — Taling — Taolin Expressway, and successful results of application have been achieved. 相似文献
14.
风积沙路基的处理一直是沙漠公路建设面临的难题, 土工格室加固方法可为沙漠公路建设提供一条新路径, 结合S21线(乌鲁木齐-阿勒泰)沙漠公路路基现场试验, 研究不同路基深度动力响应特征, 对土工格室加固风积沙性能探究具有重要的价值及意义。结果表明: ①测试车速对路基不同深度处动应力、动加速度和动速度的时程曲线波动性影响较大, 且提高车速时, 动速度峰值、动加速度峰值和动应力峰值都出现了明显的增加; ②随着路基层深度的不断增加, 动速度幅值、动加速度幅值和动应力幅值均呈现出逐渐衰减的趋势, 其中在土工格室加固风积沙层衰减幅度最大; ③沿路基横断面水平方向上, 动速度幅值、动加速度幅值和动应力幅值均呈指数型衰减的趋势, 距振动源水平距离为5 m时, 其幅值衰减至10%左右, 可将此水平范围作为工程设计参考值。 相似文献
15.
孔金玲 《地球科学与环境学报》1998,(3)
首次提出了基于ＧＩＳ技术的公路综合选线方法。应用ＧＩＳ技术的空间分析功能,提取公路选线的影响信息;在此基础上,将公路选线问题层次化,并利用层次分析的方法,实现公路选线多因素的综合分析,达到公路综合选线的目的。 相似文献
16.
《山地科学学报》2021,(10)
The settlement of widened highway subgrade in mountainous area is not only affected by the interaction between new and existing subgrade, but also seriously restricted by the external retaining wall. Based on the practical engineering of half-filled and half-cut widened mountainous highway subgrade with external balance weight retaining wall(BWRW), a sophisticated finite element numerical model is established. The evolution law of subgrade settlement is revealed during the whole process of new subgrade filling and BWRW inclination after construction. The settlement component of subgrade is clarified considering whether the existing pavement continues to be used. The results show that the additional settlement caused by the BWRW inclination after construction cannot be ignored in the widening and reconstruction of mountainous highway subgrade. In addition, pursuant to the comprehensive design of subgrade and pavement, the component of subgrade settlement should be determined according to whether the existing pavement continues to be used, while considering the influence of BWRW inclination after construction. When the existing pavement continues to be used, the settlement of the existing subgrade is caused by the new subgrade filling and the BWRW inclination after construction. On the contrary, the settlement is only caused by the BWRW inclination after construction. 相似文献
17.
在对研究区地质资料进行系统分析和野外实际调查的基础上,运用构造地质学、矿物岩石学及工程地质学,对该公路沿线地质特性进行了详细研究,总结了沿线地质灾害类型,对存在的地质灾害现状进行了评估,并对评估区进行了分区。研究结果对线路的施工及地质灾害防治等具有指导意义。 相似文献
18.
对全站仪三角高程测量在公路高程测量中的应用技术进行了探讨,提出了满足公路高程测量技术要求的观测方法 相似文献
19.
为了给公路设计部门提供选线依据,运用瞬变电磁法在山西境内的某两条高速公路隧道工程设计线路段上进行探测,以查明下覆不良地质构造的发育情况.通过对瞬变电磁法的探测能力进行理论上的讨论,对不同地电断面情况下的异常体电磁响应的定性分析,得出用瞬变电磁法探测不良地质体的可行性结论.经过资料处理,查出不良地质构造赋存的位置,解释结果与钻探资料完全吻合. 相似文献