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检索条件"丛书名=Lecture Notes in Civil Engineering"

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Learning from Hanoi City's Ad Hoc Architecture for Housing Design and Urban Ecologies 6th

Learning from Hanoi City's Ad Hoc Architecture for Housing D...

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6th International Conference on Geotechnics, civil engineering and Structures (CIGOS)

作者： Nguyen, M. Arch Tuan Manh Hanoi Architectural Univ Hanoi Vietnam

ISBN: (纸本)9789811671609;9789811671593

The housing problem of Hanoi shares its similarity with other emerging cities in the region of Southeast Asia as well as other locations throughout Latin America and Africa, in its conflict between formal and informal developments as well as in its absorption of different colonized cultures. Yet it is different from those cities in that the different ideologies are not as clear-cut and are not isolated in separate segments of the city. Instead, the city represents a symbiotic relationship between indigenous knowledge and ideological urban planning processes. As the conventional top-down master plan struggles with urban growth, combined with increasing evidence that informal housing clusters provide advantages in quality of life, bottom-up, self-organizing housing strategies need to be considered. If the spontaneously built structures are synchronized with city planning and in tandem with the requirement of the natural system, then the future of more resilient cities could be secured. The prospective future of this speculation is to turn rigid planning methodologies into parametric, mutable processes, where citizens have freedom to create their ownspace according to newdesign guidelines of "kit of parts," by learning from the ad hoc strategies in housing spatial expansion, in a design framework that mimics self-organization in biological systems, where local actions lead to optimal goals of the whole. Moreover, turning the design from plan to process implies a better relationship between clients, designers, and contractors, where the role between them can be shifted and framed in a mass customization of the building industry.

关键词： Sustainability Informality Architecture Self organization Ad hoc strategies Urban ecology

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Assessment of Innovative Slope Repair Techniques 4th

Assessment of Innovative Slope Repair Techniques

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4th International Conference on Transportation Geotechnics (ICTG)

作者： Winter, M. G. Nettleton, I. M. Seddon, R. Leal, D. Marsden, J. Codd, J. Formerly TRL Ltd Kirknewton EH27 8AF Scotland Winter Associates Kirknewton EH27 8AF Scotland Coffey Geotech Manchester M22 5PR Lancs England Formerly Coffey Geotech Manchester M15 4GU Lancs England Jacobs Manchester M15 4GU Lancs England TRL Ltd Aldershot GU11 1PZ Hants England Atkins Aldershot GU11 1PZ Hants England Highways England Guildford GU1 4LZ Surrey England

ISBN: (纸本)9783030772383;9783030772376

This paper summarises work to evaluate the effectiveness of innovative geotechnical repair techniques for Highways England's slopes. The techniques assessed were live willow poles, fibre reinforced soil (FRS) and electrokinetic geosynthetics (EKG) used in place of conventional approaches in order to reduce the overall impact of various challenges including environmental constraints (habitat and visual), access and utility constraints, and the need to reduce the scale and/or cost of traffic management and traffic delays. Trials of these techniques have been undertaken over the last 20 years or so, but monitoring was generally limited to just a few years post-construction;longer-term evaluation has not generally been undertaken. This paper presents a summary of the assessment of the effectiveness of live willow poles, FRS and EKG as aids to increased stability. The success, or otherwise, of the techniques led directly to recommendations for future use ranging from the development of design guidance and specification information for willow poles, guidance on the execution of further trials of EKG, to the cessation of use of FRS. The results of a life cycle assessment (LCA) are reported, and more generic lessons learnt from the trials and the practical application reported were used to produce guidance for future trials of innovative geotechnical repair techniques.

关键词： Slopes Remediation Shallow

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Geo-statistical Evaluation of the Intelligent Compaction Performance in a Reclaimed Base Project 4th

Geo-statistical Evaluation of the Intelligent Compaction Per...

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4th International Conference on Transportation Geotechnics (ICTG)

作者： Foroutan, Maziar Ghazanfari, Ahmad Ossareh, Hamid Ghazanfari, Ehsan Univ Vermont Dept Civil & Environm Engn 33 Colchester Ave Burlington VT 05405 USA Univ Vermont Dept Elect & Biomed Engn 33 Colchester Ave Burlington VT 05405 USA

ISBN: (纸本)9783030772383;9783030772376

One of the main objectives of utilizing intelligent compaction (IC) technology is to increase the uniformity and consistency of compaction operation. In this study, intelligent compaction measurement values (CMVs) in a reclaimed base project in Route 117, Vermont were used to perform a geo-statistical analysis. Semivariogram models were constructed to investigate the spatial structure and uniformity of compaction during the first and second reclaimed phases. The uniformity of the compaction operation was evaluated using the semivariogram model parameters (range, sill, and nugget). Furthermore, the semivariogram models of in-situ spot measurements were generated to verify the suitability of different types of measurements in capturing the geo-spatial trends in pavement layers. Then, the spatial statistics of each measurement were compared to the univariate statistics. It was found that the data variance might be closely related to each other, but there is no relation between these values and the spatial uniformity of the compacted area. The results indicated that the spatial structures of both compacted layers (i.e., first and second reclaimed layers) were successfully captured through all three types of measurements, where the second reclaimed phase revealed a higher degree of uniformity. In addition, geo-statistical analysis of both reclaimed layers revealed a higher degree of uniformity in dynamic cone penetration index (DCPI) data compared to other compaction measurements. On the other hand, a relatively high degree of inconsistency observed among the CMV measurements. It should be acknowledged that the conclusions of this study are based on data from only one project, specific to the characteristics/conditions of that project.

关键词： Intelligent compaction (IC) Geo-statistical analysis Uniformity of compaction Reclaimed base project In-situ spot measurements

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Reduction of Temperature in Hot, Humid Climatic Context of Dhaka Through Building Regulations of Bangladesh 5th

Reduction of Temperature in Hot, Humid Climatic Context of D...

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5th International Conference on Architecture and civil engineering 2021 (ICACE)

作者： Afnan, Najiha Minist Housing & Publ Works Dept Architecture Dhaka Bangladesh

ISBN: (纸本)9789811686672;9789811686665

Dhaka has witnessed a significant rise in temperature over the past few decades. The reasons behind this remarkable temperature rise are increasing population, destruction of green spaces, high building density, lack of open spaces, filling up water bodies and so on. The increasing temperature has contributed to uncomfortable living conditions. To improve thermal comfort under the hot, humid climatic conditions of Dhaka, authorities have developed some building regulations and achieved a considerable reduction in temperature by implementing those regulations which leads to a sustainable environment. Nowadays, architects are interested in green buildings, landscaping, roof gardening and vertical gardening. They play an important role by ensuring future-proof design solutions to overcome climate challenges and creating a positive impact on the environment. This paper highlights the reduction of temperature in the hot, humid climatic context of Dhaka through building regulations of Bangladesh. The observations obtained from this study can be implemented in preparing building regulations for a densely populated, hot, humid climatic context like Dhaka city in order to reduce temperature.

关键词： Temperature rise Open spaces Climate challenges Sustainable environment Reduction in temperature

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Behaviour of Battered Pile Subjected to Lateral Load

Behaviour of Battered Pile Subjected to Lateral Load

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International Conference on Advances in Construction Materials and Management (ACMM)

作者： Basnett, Anmol Sathvik, S. Sharma, Prerna Kumar, V. R. Prasath Krishnaraj, L. SRM Inst Sci & Technol Dept Civil Engn Chengalpattu 603203 Tamil Nadu India

ISBN: (纸本)9789811658396;9789811658389

The present investigation has been carried out to study the behaviour of battered piles and to evaluate the variation of stresses around these piles due to lateral loads and moment using subgrade reaction approach and finite difference method. In reality, uniform soil deposits are not found in nature and the piles are embedded in layered soils. The research was performed with the free headed pile in mind with its tip embedded in hard rock strata at the bottom. The effect of soil type, pile diameter, and pile length on pile response was examined, and the findings were presented. The formulation was programmed in MATLAB 2016a for the analysis. The validity of the presented solution was confirmed through available solutions in the literature. It has been discovered that soil layering has a significant effect on pile response and must be taken into account for proper study and design. When a pile is exposed to lateral loads, the deflection of the pile decreases as the thickness of the top stiff layer increases. However, it has negligible impact on the maximum moment.

关键词： Laterally loaded pile Layered soil Subgrade reaction approach

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Torsional Behavior of Reinforced Concrete Members Wrapped with CFRP Sheets 10th

Torsional Behavior of Reinforced Concrete Members Wrapped wi...

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10th International Conference on Fibre-Reinforced Polymer (FRP) Composites in civil engineering (CICE)

作者： Lenwari, Akhrawat Soysak, Siwakorn Thongchom, Chanachai Chulalongkorn Univ Fac Engn Dept Civil Engn Composite Struct Res Unit Bangkok 10330 Thailand Thammasat Univ Thammasat Sch Engn Dept Civil Engn Pathum Thani 12120 Thailand

ISBN: (纸本)9783030881665;9783030881658

This paper presents the torsional behavior of reinforced concrete (RC) members fully wrapped with carbon fiber-reinforced polymer (CFRP) sheets. A total of twelve rectangular RC specimens of identical cross sections were tested under pure torsion (beams) or combined axial compression and torsion (columns). In the case of column specimens, an axial force simulating the service loads was applied before CFRP strengthening and maintained constant during the static test under torsion. The magnitude of axial force was 25% of the nominal compressive strength. Therefore, test variables included the presence of axial force (beam or column), stirrup spacing (75 or 150 mm), hook angle (90 or 135 degrees) of the closed stirrups, and presence of CFRP sheets. Test results showed that the externally bonded CFRP sheets significantly increased the cracking, yielding, and maximum torsional moment capacities of RC beams and columns. The full wrap configuration enhanced the maximum torsional moment capacity by up to 190% and 116% for RC beams and columns, respectively. Also, the use of 135-degree hook for closed-stirrups was more effective than 90-degree hook for both unwrapped and CFRP-wrapped members. Finally, the effective CFRP strain equation by fib 1 4 correlated better with RC beams than columns.

关键词： Torsion Fiber-reinforced polymers Strengthening Reinforced concrete members Full wrapping

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Experimental and Numerical Studies of Temperature Prediction in Mass Concrete Foundation 6th

Experimental and Numerical Studies of Temperature Prediction...

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6th International Conference on Geotechnics, civil engineering and Structures (CIGOS)

作者： Quang Van Nguyen Thang Ba Phung Ba May Huu Nguyen Univ Transport Technol Hanoi Vietnam

ISBN: (纸本)9789811671609;9789811671593

The prediction of temperature rise in massive concrete structures has been a very important problem. In this study, a wind turbine foundation with thicknesses varying from 3.2 m in the center section down to 0.8 m at the edge was considered. According to National and Vietnamese standards, this foundation falls in the mass concrete category. For studying, a three-dimensional finite element program for thermal analysis of hydration heat Midas Gen was developed. There is a flow chart that was carried out steps of studying the massive concrete problem with different experimental tests and full-size foundation analysis. The predicted results were compared with the measured data from experimental tests and real foundation. The predicted results from modeling showed good agreements with the site measured data.

关键词： Mass concrete Thermal analysis Heat of hydration Monitoring of temperature

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Predicting the Stability of Riverbank Slope Reinforced with Columns Under Various River Water Conditions 4th

Predicting the Stability of Riverbank Slope Reinforced with ...

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4th International Conference on Transportation Geotechnics (ICTG)

作者： Dang, Cong Chi Dang, Liet Chi Khabbaz, Hadi Ho Chi Minh City Univ Technol HCMUT Fac Civil Engn Ho Chi Minh City Vietnam Vietnam Natl Univ VNU HCM Ho Chi Minh City Vietnam Univ Technol Sydney Sch Civil & Environm Engn Ultimo NSW Australia

ISBN: (纸本)9783030772383;9783030772376

A numerical analysis on the stability of soil-cement column-reinforced riverbank along a river delta region in Viet Nam is presented in this paper. The numerical analyses based on the limit equilibrium method (LEM) were performed to assess the safety factor of the column-reinforced riverbank system under various river water level (RWL) conditions. Several factors influencing the riverbank slope stability including the position, length, quantity of soil-cement columns, and RWL changes were investigated. The simulated results showed that the riverbank stability is improved with an increase in the column quantity and the column length when subjected to a constant RWL. Moreover, the predicted results by LEM indicated that the column location and the RWL change significantly influence the stability of riverbank with column reinforcement. The column location between the middle and the slope toe had a significant improvement of the riverbank slope stability, where an initial drawdown of RWL resulted in a notable reduction of the riverbank slope safety factor. These factors should be taken into consideration in the design of a riverbank slope, reinforced with columns, under variable RWL. It is worth mentioning that the use of soil-cement column-reinforced riverbank could be a practical and possible engineering countermeasure to prevent a steep riverbank slope under RWL variations from sliding failure.

关键词： Riverbank stability River water level Soil-cement columns Slope stabilisation Numerical modelling Limit equilibrium method

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Geohazard in Consequence of Ignoring Primary Stress State and Failure to Observe the Construction Process of Stabilizing Constructions Designed 4th

Geohazard in Consequence of Ignoring Primary Stress State an...

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4th International Conference on Transportation Geotechnics (ICTG)

作者： Ortuta, Juraj Toth, Viktor SRO Amberg Engn Slovakia Somolickeho 1-B Bratislava 81106 Slovakia

ISBN: (纸本)9783030772383;9783030772376

With slope movements man does not encounter every day, but it should be noted that this happens, and it happens more often. These movements are influenced only by two factors, namely nature and humans themselves. Slope deformations are one of the most widespread and to some extent one of the most dangerous country geohazards and represent significant geobarriers to urbanization planning. With gradually expanding populations comes extensive and demanding technical works built in increasingly complex and less favorable geological conditions. In complex geological conditions, it is mainly about understanding the overall geological environment with the development and effectively designing geotechnical structures to ensure long-term stability. The term effective design encompasses a set of geotechnical construction, which complement each other, so that their final effect has the desired influence. In this paper, we have attempted to describe ways of determining global stability, which is directly conditional on the building progress of stabilizing construction. This procedure creates and directs geotechnical engineers. Any change in construction has an impact on the global calculation, which should be adapted and subsequently verified. This calculation also influences new geological and geomechanical conditions that are specified by the construction process. Contractors may skip these essential steps, due to time and cost skips and thus embarks on the risky work, often with fatal consequences.

关键词： Geohazard Slope stability Primary stress

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Quality Control & Field Guidelines for Using Non-identical Mixed GPS in Surveying Project: EGYPT Case Study Antennas 1

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3rd International Conference on Green Environmental engineering and Technology (IConGEET) / 7th International Conference on Green Design and Manufacture (IConGDM)

作者： Hosny, Mohamed M. Ayaad, Samy Elwany, Mohamed H. El-Ghazouly, Hassan G. King Abdulaziz Univ Civil & Environm Engn Dept Jeddah Saudi Arabia Alexandria Univ Dept Transportat Alexandria Egypt

ISBN: (数字)9789811679209

ISBN: (纸本)9789811679209;9789811679193

Nowadays, GNSS accuracy has reached a level where the remaining error sources could be identified as the effect caused by phase center variations (PCV) of the antenna. The correction of PCV effect is generally important for GNSS observations and should be greatly considered when using mixed antenna design. Mixed antenna usage within the same project may degrades the observations accuracy severely. This research shows that using mixed antennas within the same projects may degrades the 3D coordinates accuracy severely. A certain combination and field guidelines for the study case are outlined within this research.

关键词： GNSS Quality control Quality assurance Mixed antennas

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