Discussion on Construction Project Cost Budget Settlement Review

Construction project cost control involves many complex contents,forming a large amount of data information.If the processing method is unreasonable,it will likely affect the cost control efficiency.Therefore,in the current construction project management,the review of project cost budget settlement is the focus to solve the cost management problems of construction projects and promote the development of the construction industry.This article mainly analyzes the influencing factors and current situation of construction project cost budget settlement review,and based on this,it explores the project cost budget settlement review strategy to promote the healthy development of construction project cost work.

Study on the Construction Technology of Subgrade Pavement in Road and Bridge Settlement Section

With the continuous development of China’s economy,the construction of roads and bridges work has put forward higher requirements.Due to various factors,the long-term use of roads and bridges will produce a settlement phenomenon.Therefore,it is crucial to address settlement issues during the construction of roads and bridges to ensure that the quality of subgrade and pavement construction meets national regulations.This paper introduces the harm of subgrade pavement subsidence,analyzes the causes of subgrade pavement deformation,and discusses the technical points of subgrade pavement construction,hoping to provide some reference for relevant practitioners.

Research on Characteristics of the Lateral Settlement Trough Caused by Shield Construction

The characteristics of settlement trough induced by shield construction in soft soil area in Shanghai were analyzed based on test materials in situ. The shape of the trough, the relationship between trough and buried depth of tunnel, trough evolvement with time and relationship between trough width coefficient and buried depth of tunnel and time were profoundly researched by mainly using the methods of statistics, fitting, comparison and drawing, deriving the conclusions which are of important guidance in the area.

The Impact of Catastrophic Natural Disaster on Land-Use Changes of Qingping Town and the Selection of Suitable Land for Settlement Construction

A Ms 8.0 large earthquake occurred in Sichuan,China on May 12,2008（hereafter called 5.12 Earthquake）,and then a large debris flow happened in the quake-hit Qingping Township of Mianzhu county on August 13,2008（hereafter called 8.13 Debris Flow）.The influence of two disasters on the changes in land use were analyzed by using highresolution aerial photos and satellite remote sensing images taken before and after the 5.12 Earthquake and 8.13 Debris Flow,the selection of suitable construction land were studied by learning experiences and lessons from the selection of resettlement areas and through field surveys and with land use transfer model and analytical model in combination with RS and GIS.The results showed that the influence of the 5.12 Earthquake on ecological environment was far greater than that of the 8.13 Debris Flow;there were more salient conflicts between population and land after the earthquake.Sites for post-disaster reconstruction should not be in disaster-prone areas or in gully-facing areas.Suitable land for settlement construction in I-1~I-5 low-hazard zones is optimal settlement areas for post-disaster reconstruction.

Shield Excavation Analysis: Ground Settlement & Mechanical Responses in Complex Strata

This study delves into the effects of shield tunneling in complex coastal strata, focusing on how this constructionmethod impacts surface settlement, the mechanical properties of adjacent rock, and the deformation of tunnelsegments. It investigates the impact of shield construction on surface settlement, mechanical characteristics ofnearby rock, and segment deformation in complex coastal strata susceptible to construction disturbances. Utilizingthe Fuzhou Binhai express line as a case study, we developed a comprehensive numerical model using theABAQUS finite element software. The model incorporates factors such as face force, grouting pressure, jack force,and cutterhead torque. Its accuracy is validated against field monitoring data from engineering projects. Simulationswere conducted to analyze ground settlement and mechanical changes in adjacent rock and segments acrossfive soil layers. The results indicate that disturbances are most significant near the excavation zone of the shieldmachine, with a prominent settlement trough forming and stabilizing around 2.0–3.0 D from the excavation. Theexcavation face compresses the soil, inducing lateral expansion. As grouting pressure decreases, the segmentexperiences upward buoyancy. In mixed strata, softer layers witness increased cutting, intensifying disturbancesbut reducing segment floatation. These findings offer valuable insights for predicting settlements, ensuring segmentand rock safety, and optimizing tunneling parameters.

Spatial Reconstruction of Rural Settlements in Central China

By analyzing the construction status of the rural settlement in Central China,it points out that spatial patterns of the rural residential areas always have some problems such as small scale,dispersive layout,hollowness of village,and shortage of infrastructure.Base on the idea of urban-rural interaction,industry complementarity and organic function,the rural settlement should be reconstructed in the patterns of harmony with city and town,merging center village,ecological migration,and interior reforms.

The Form Characteristics and Construction of the Public Space of the Oasis Traditional Settlements in Turpan

Based on the analysis of the form characteristics and construction of the public space of oasis traditional settlements in Turpan,and from the analysis and summary of the types,elements,scales and functions of the public space of the traditional settlements,this study put forward that the public space of the oasis villages can be divided into point space,line space and plane space,and the formation and evolution rules of the public space of oasis traditional settlements in Turpan were obtained.Explore the role of public space in the construction of traditional settlements’ overall space,so as to provide reference for the development and renewal of public space of the current similar oasis settlements.

Measures for the Construction Cost Budget and Settlement Audit

With the deep and sustainable development of the market economy,the competitive environment and development pattern faced by China’s construction industry are becoming more and more severe.In this context,construction projects should actively incorporate the development trends of the market economy and focus on analyzing relevant influencing factors and risk content.Considering previous experience,the audit effect of construction project budget and settlement has a major impact on the quality and economic benefit of construction projects to a certain extent.In view of this,this paper mainly focuses on the content and method of the construction cost budget and settlement audit as well as suggests measures for the construction cost budget and settlement audit,so as to improve the construction cost management level.

Technical Analysis of Subgrade and Pavement Construction in Settlement Section of Municipal Road and Bridge Engineering

The construction of municipal roads and bridges is an important foundation for the smooth traveling and transportation.However,if there a reduction in the subgrade and pavement part,the safety and the comfort of the driver will be seriously affected,therefore,reasonable measures should be taken on time to tackle the related issues.The significance of subgrade and pavement construction in the subsidence section,the key points of the construction,and the appropriate control measures that are should be taken in the actual construction,was discussed in this paper.Further,this paper analyzes the availability of the subgrade and pavement construction technology for the municipal roads and bridges,to provide a reference for engineers.

Ground movement induced by triple stacked tunneling with different construction sequences

This study tried to explore the ground movement induced by triple stacked tunneling(TST) with different construction sequences. A case study in Tianjin, China was used to investigate the ground movement during the TST(upper tunneling(UT)). For this, a modified Peck formula was proposed to predict the surface settlement induced by TST. Next, three sets of finite element analyses(FEA) were used to compare the effects of construction sequences(i.e. UT, middle tunneling(MT), and lower tunneling(LT)) on vertical and lateral ground displacements. The results of Tianjin case and UT reveal that compared to a Gaussian distribution for a single tunnel, the surface settlement curve of triple stacked tunnels is a bimodal distribution. It seems that the proposed modified Peck formula can effectively predict the surface settlement induced by TST. The results of the three sets of FEA demonstrate that the construction sequence has a significant influence on the ground movement. Among the three construction sequences, the largest lateral displacement is observed in the MT and the smallest one in UT.The existing tunnel has an inhibitory effect on the vertical displacement. The maximum value of the lateral displacement occurs at the depth of the new tunnel in each construction sequence.

Space Construction and Environmental Adaptability of Traditional Living Spaces in Turpan

Turpan traditional residences are primitive green buildings adaptive to the climate, materials and geographical conditions of the arid regions. The environmental adaptability of local residences and the construction methods was elaborated to provide references for building new oasis settlements in the local area.

Study on Ground Deformation during Shield Tunnel Construction

Through the systematic analysis of the ground settlement generated by the process of shield tunneling,the relationships between ground deformation and construction parameters are studied in this paper.Based on the assumption of linear small deformation,a mathematical model of the relationship between ground deformation and construction parameters is set up.The principle and method of optimization for estimating ground deformation is studied.The actual measured data are compared with the results of theoretical analysis in a case.Considering different ground formations in different construction sites with different adverse effects on surface and underground structures,the ground surface deformations caused by shield tunneling is an aimed topic in this paper.The contributions and research implications are the revealed relationships between the ground deformation and the shield tunneling parameters during construction.

上覆软弱路基加固对既有地铁隧道沉降的影响规律

为研究道路施工引起下方既有地铁隧道的沉降问题,在地铁隧道上方斜穿施工道路的基础上,进行了现场隧道沉降变形实测研究,分析了道路在路基注浆加固、路床和路面结构层施工阶段中地铁隧道的沉降曲线。建立地铁隧道-土体-道路模型对道路施工的注浆加固过程及路床和路面结构层施工进行模拟,通过比较地铁隧道沉降计算结果与现场实测值,验证了该精细化模型的准确性。基于此,分析了路床和路面结构层总施工厚度、道路土体性质、隧道下卧土层、隧道衬砌强度等关键参数对地铁隧道的沉降影响规律。结果表明:地铁隧道的沉降值与施工厚度呈正相关关系;道路的存在对隧道的沉降影响越小,其弹性模量和泊松比对地铁隧道沉降几乎没有影响;卧土层的弹性模量越大,土层越不易变形,且地铁隧道沉降越小;衬砌弹性模量增大对地铁隧道沉降影响反而越小。

高纬度高寒区面板堆石坝防渗面板修复方案及经验

JLBLK水电站大坝是建于高纬度高寒区的百米级全断面堆石面板坝,最大坝高140.3 m。通过降水处理,现场发现18^(#)、19^(#)面板挤压破损程度严重且有加剧趋势,25^(#)、26^(#)、27^(#)面板断裂。经与国内外同类工程比较,水库渗漏量总体偏大,变形量偏大,且尚未收敛,三维流变反演成果表明后期尚有17%的沉降量。为保证修复效果满足后期变形和渗透稳定需要,针对18^(#)、19^(#)面板水上破损区采用高于原设计强度混凝土分小区进行补强,并结合工程特点和设计方案提出适合本工程的修复施工方案,修复后面板各项指标均满足要求。

我国传统乡村聚落研究发展历程与展望

传统乡村聚落承载着我国悠久的农耕文明和广大人民的生产生活,是数量最大、分布最广的一种文化遗产体系。随着国家乡村振兴战略的推进,传统乡村聚落的存续发展面临着重大的机遇和挑战,有必要对传统乡村聚落研究历程进行回顾和梳理,探索研究发展的方向和前景。通过对重要期刊、报纸、著作、政策文件等历史资料的挖掘与梳理,结合国家经济、文化、社会背景和乡村建设发展实况,再现了20世纪30年代以来我国传统乡村聚落研究发展的全过程,揭示传统乡村聚落研究不同发展阶段的时代背景、发展动力和研究范式特征,并对其研究趋势和方向做出研判和展望,以期推动相关学术研究,促进实践工作的开展。

盾构法隧道开挖面稳定性下的多目标优化研究

盾构法隧道开挖过程中开挖面稳定性保持非常重要,开挖面稳定性下提升工程进度、保障工程质量等目标具有重要的工程意义。目前,针对开挖面稳定性下的多目标优化控制的研究不足。选择掘进效率作为工程进度的指标,选择掘进过程引起的最大地表沉降作为工程质量指标。采用分层序列法和NSGA-II多目标优化算法,将盾构开挖面稳定作为第一层优化目标,工程进度与工程质量作为第二层优化目标,研究盾构开挖面稳定下多目标优化。在一段连续穿越堤坝、空地、敏感建筑三个场景的施工隧道中应用本研究方法,结果表明,优化后的盾构推力维持在上下限区间内,提高了施工效率和减少了地表沉降。本文方法能够根据实际工况自适应的调整和优化控制策略,提高了在实际工程中的适应性和灵活性。为类似盾构隧道工程提供了参考和指导。

传统村落人居环境转型发展的韧性通径——建构逻辑与实践路径

新型城镇化背景下,传统村落人居环境面临着内外多元扰动的冲击,转型发展的过程受阻。立足于韧性理论的科学内涵和传统村落人居环境的系统特征,辨析构建了传统村落人居环境转型发展的韧性通径,探索了传统村落人居环境韧性通径的实践路径。

高架桥梁和盾构隧道的相互影响研究

根据江阴滨江路快速化改造及江阴靖江长江隧道工程现场实际施工工序,在桥墩桩基部分完成情况下,隧道左线穿越高架节点,在隧道左线建成工况下完成桥梁剩余桩基及满堂支架上部结构施工,在桥梁完成施工后,隧道右线穿越高架桥梁节点。论文通过Plaxis3D模型分析了盾构隧道施工对已建桥梁的影响,提出施工方案优化及监测等保障措施以确保桥梁施工过程中的隧道绝对安全。

民建堡寨聚落防御体系研究

本文在历史文献资料和实地考察的基础上,还原了民建堡寨聚落防御体系,发现其内部存在较为严密的社会组织制度,并指出防御体系可分为外层-堡寨间联合防御体系、中层-堡寨聚落外围防御体系和内层-堡寨聚落内部防御体系三个层级。最后总结民建堡寨聚落防御特征有三:乡守之法全民皆兵,防御为主攻击为辅,体系复杂胜率较低。

从福建乡土民居到海外华侨聚落——华侨大学民居聚落研究综述

福建地处东南沿海,其山海环境造就了类型多样的传统民居与聚落。华侨大学建筑学院以方拥、关瑞明为先驱的学者们薪火相传,在民居聚落研究领域积淀了丰厚的学术成果,并持续拓展研究领域。文章通过梳理华侨大学建筑学院在福建民居聚落研究领域40年的发展历程,从民居类型的调查测绘、聚落人居环境、营造技艺整理等研究方向进行了深入的回顾和评述,并从中华文化的海外传播视角展望了海内外华侨民居聚落合作研究的必要性。