Search results

Filters

  • Journals
  • Authors
  • Keywords
  • Date
  • Type

Search results

Number of results: 9
items per page: 25 50 75
Sort by:
Download PDF Download RIS Download Bibtex

Abstract

The Cao Bang Basin is the northernmost of the basins related to the Cao Bang-Tien Yen Fault Zone in northern Vietnam. The basin is filled with a thick series of continental deposits. However, the exact age of the sedimentary basin infill has been under discussion for a long time. Because of new published data, the authors have decided to revisit this basin. Palynological data has allowed us to assign the Cao Bang Basin infill to the Lower Oligocene PC1 complex of the Shangcun Fm. (southern China). Among the saccate grains of gymnosperms, the domination of Cathaya and Pinus was observed, whereas angiosperms are represented by Carya, Celtis, Hammamelidaceae, Ulmus and also Pterocarya, Quercus, the Castanea–Castanopsis–Lithocarpus group, and the Loranthaceae. Among pteridophytes occur Laevigatosporites, Osmundaceae, and Pteris. The sedimentological features of the Cao Bang Basin are distinct from those of other basins from the Cao Bang-Tien Yen Fault Zone. The basin is filled with a wide variety of clastic deposits, from some of coarse-grained, alluvial-fan origin, through sandy beds of fluvial origin up to fine, organic-rich lacustrine deposits. The coarse-grained lithofacies are built of clasts derived mainly from local sources. The sandstones from the basin equally are submature or immature. They contain a lot of lithoclasts, the composition of which depends on the sample location within the basin. The potential source area is composed of older sedimentary units and of granitic rocks. The geochemical samples studied reflect the geochemical composition of silicic source rocks with only a minor contribution of basic components. The succession that fills the basin is interpreted as a typical fill for relatively long-lasting evolving half-graben or strike-slip basins. Moreover, the basin is partly occupied by a subsequent present-day sedimentary basin of Quaternary age.

Go to article

Authors and Affiliations

Anna Wysocka
Phan Dong Pha
Ewa Durska
Urszula Czarniecka
Do Van Thang
Anna Filipek
Nguyen Quoc Cuong
Dang Minh Tuan
Nguyen Xuan Huyen
Hoang Van Tha
Download PDF Download RIS Download Bibtex

Abstract

KienGiang province of Vietnam is the west coast of Mekong Delta, Vietnam where RachGia city is the provincial capital. In recent years due to impacts of climate change and extreme weather, the city’s urban infrastructure has been affected by saline intrusion, flooding, collapsed house, etc. Modeling remote sensing is useful to determine rainfall. Climatic factors are affected by temperature, wind, rain, drought that people feel comfortable or not comfortable in the area because the planning and management are not well. The application of Geographic Information System (GIS) technology has supported the method such as analysis, overlap the urban infrastructure and climate change impacts layers to produce the assessment that will support urban management. The objectives of this study is to assess the impact of climate change on some of RachGia’s infrastructures through the analysis of a number of thematic maps created from GIS Database. The database will be used by local agencies in urban management and development which take into account the climate change.
Go to article

Authors and Affiliations

Dinh Tuan Hai
1
ORCID: ORCID
Trinh Thi Phin
2
ORCID: ORCID

  1. Hanoi Architectural University, Faculty of Civil Engineering, Km 10 Nguyen Trai Road, Thanh Xuan District, Hanoi City, Vietnam
  2. Vietnam Institute for Urban and Rural Planning, Division of Data Management and GIS Applications, Vietnam
Download PDF Download RIS Download Bibtex

Abstract

Irrigation and hydropower are among the most important sectors in the construction industry that propel the economic needs of a developing country like Vietnam. The construction of these projects often suffers from severe delays, leading to financial losses and other negative impacts on the economy. This paper aims to determine delay factors in the construction of these projects. Among many, 39 most important candidates of delay causes were identified from the literature review. Further surveys on project participants were conducted for the severity of these causes. An exploratory factor analysis was utilized to identify latent factors that cause delays in construction projects. The analysis result categorized a few groups of factors such as abnormal factors on the construction site (e.g., labor accidents, hydrology, water flow, extreme weather) and technical factors related to the construction contractor (e.g., unsuitable schedule, outdated construction technology, unprofessional workers) that have the greatest impact on the delay in construction of irrigation and hydropower projects in Vietnam. These findings contribute to the body of knowledge of project management and risk management, hence an improvement in the efficiency of the project sectors’ performance.
Go to article

Authors and Affiliations

Van Son Nguyen
1
ORCID: ORCID
Huu-Hue Nguyen
1
ORCID: ORCID
Duc Anh Nguyen
2
ORCID: ORCID
Dinh Tuan Hai
3
ORCID: ORCID

  1. ThuyLoi University, Faculty of Civil Engineering, No. 175 Tay Son Road, Dong Da District, Hanoi City, Vietnam
  2. Hanoi University of Civil Engineering, Faculty of Department of Building and Industrial Construction, No. 55 Giai Phong Street, Hai Ba Trung District, Hanoi City, Vietnam
  3. Hanoi Architectural University, Faculty of Civil Engineering, Km 10, Nguyen Trai Street, Thanh Xuan District, Hanoi City, Vietnam
Download PDF Download RIS Download Bibtex

Abstract

With its position as the capital, Hanoi is the political center as well as the second largest economic center of the country. Therefore, the city is always allocated a large budget in construction investment to create material facilities for political tasks and economic and social development. During the implementation of construction projects, a number of difficulties and limitations have appeared. In which, projects are delayed in construction and disbursement, reducing investment efficiency and not meeting the expectations of the government and people. From this fact, the authors have conducted a study to evaluate the causes affecting the time schedule of construction projects in Hanoi. The method F-APH (Fuzzy Analytic Hierarchy Process) was used to analyze data objectively and accurately about the causes affecting the time schedule. From there, these causes are classified into groups of subjective causes (from within the project) and groups of objective causes (from outside the project). The results show that subjective causes, originating from project participants, have a stronger influence than objective causes. A number of specific proposals to the actors involved in construction projects are made to eliminate or limit the impact of the causes of construction progress.
Go to article

Authors and Affiliations

Dinh Tuan Hai
1
ORCID: ORCID

  1. Hanoi Architectural University, Faculty of Civil Engineering, Km 10, Nguyen Trai Street, Thanh Xuan District, Hanoi City, Vietnam
Download PDF Download RIS Download Bibtex

Abstract

This article proposes that the current Vietnamese conflict of law rules for tort actions, which presently use the place of damages rule to determine the applicable law (meaning applying the law of the jurisdiction where the damage occurred), should be supplemented with additional conflicts of law rules in order to address the problems presented by specific tort actions such as environmental pollution, product liability, intellectual property rights, and violations of competition rules. It is proposed that for these specific torts, the place of damages rule needs to be either replaced by other connecting factors, such as the place of acting or the rule of closest connection, or it has to be made more concrete. In other types of torts, the rule has to be rebuttable by the foreseeability defense or has to give way to a ubiquity rule granting the plaintiff the choice between the laws of the place of damage and the laws of the place of acting.
Go to article

Authors and Affiliations

Luong Duc Doan
1
ORCID: ORCID
Trinh Thi Hong Nguyen
2
ORCID: ORCID

  1. Associate Professor of Law, School of Law, Hue University (Vietnam)
  2. PhD, lecturer, School of Law, Hue University (Vietnam)
Download PDF Download RIS Download Bibtex

Abstract

The Sin Quyen deposit is characterized by a high accumulation of rare earth elements (REE). This deposit belongs to the IOCG type copper deposits (Iron Oxide Copper-Gold Deposits). In the deposit, the REE carrier minerals have been identified as follow: allanite, titanite, uraninite, monazite, apatite, chevkinite, aeschynite, bastnäsite, and epidote. In the skarn zone, contents of allanite range from single percentages to 10% in hand-size specimens. Locally, minerals of epidote subgroup which occur in large amounts in the host rocks are important. The studied allanites have concentrations of: REE (14–27 wt%), Ca (9–16 wt%), Al (8–19 wt%), Si (26–34 wt%) and Fe (12–21 wt%). Two populations of allanite are documented, the first is texturally older and probably related to the Ca-K alteration (second stage of crystallization). This population has higher REE concentration ranging from 20 to 27 wt%. The second population is texturally younger and has a lower total REE concentration ranging from 14 to 19.9 wt%, which occur mostly as a rim surrounding the older and likely arose during the K alteration with Cu-Au mineralization (third crystallization). The chemical composition indicates that the studied allanites belong to the Ce-La-ferriallanite family, with low ΣHREE and an average of 0.21 wt.%. A temperature of 355°C which was calculated using a value of δ34S isotopes is interpreted as a temperature of the second crystallization stage of allanite. In the studied deposit, excluding allanite and titanite, the other bearing REE minerals have an insignificant role in the REE balance, since they either have the total content of REE, which is often close to the WDS detection limit (rf. the epidote subgroup), or their only occur at the single points. The content of total REE in accessory uraninites is high and range from 1.311% up to 7.959% with an average value of 4.852%.
Go to article

Authors and Affiliations

Nguyen Dinh Chau
1
ORCID: ORCID
Jadwiga Pieczonka
1
ORCID: ORCID
Adam Piestrzyński
1
ORCID: ORCID
Le Khanh Phon
2
Duong Van Hao
2

  1. AGH Unversity of Science and Technology, Kraków, Poland
  2. Hanoi University of Mining and Geology, Hanoi, Vietnam
Download PDF Download RIS Download Bibtex

Abstract

Cam Mountain in An Giang Province, Vietnam, is a granite peak that is severely fractured and eroded on its slopes and summit. Trees cover the top of the mountain and around the side of the mountain. The roads are the primary means of transportation for indigenous people and tourists daily. Recently, there has been a phenomenon of large-sized boulders rolling down from the top of the mountain, causing an accident and killing tourists. To investigate the internal causes of landslides on a 2.3 km road stretch, geophysical profiles using GPR and seismic refraction methods were conducted to clarify the current status of geological structures beneath the road surface. The refractive seismic data analysis revealed four distinct layers based on elastic wave propagation velocity. Velocity values range from 1000 to 3000 m/s for the 2 upper layers corresponding to the weathered, broken, and highly fractured rock layers and in the lower 2 layers from 3000 to more than 4500 m/s, respectively corresponding to less fractured rock on the depth of more than 50 m. According to GPR data, the structural cross-section to an average depth of 30 m is a more complex picture. Detected 6 layers with different degrees of fracture cracking and showing different structural zones. In a few places are the drainage creeks from the mountain. These places need to be monitored regularly to have a basis for predicting landslides and rockfalls in the area of Cam Mountain. Landslides occur in geological rocks which are of different ages: claystone, mudstone, siltstone, shale, or marlstone. The rock-falls occur in more compact rocks: metamorphic or igneous rocks.
Go to article

Authors and Affiliations

Giang Van Nguyen
1
ORCID: ORCID
Dung Quang Nguyen
2
ORCID: ORCID
Thanh Ngoc Le
2
ORCID: ORCID

  1. BinhDuong University,Vietnam
  2. Institute of Geography and Resource in HCM city, VAST, Vietnam
Download PDF Download RIS Download Bibtex

Abstract

The implementation of public-private partnerships has become one of the effective models of cooperation between the public and private sectors in the development of infrastructure in Vietnam. This model has been adopted in Vietnam for many years and is intended to help governments build infrastructure and provide an opportunity to reduce government debt profiles. This study aims to identify the most critical factors that could determine the success of these projects. A questionnaire was conducted based on the participants’ experience in the implementation of public-private partnerships projects and a total of 216 respondents were received. A regression analysis shows that six critical success factors, including factors relevant to public sector, factors relevant to private sector, factors relevant to selected process partnerships, factors relevant to risk management systems, factors relevant to project information, and factors relevant to natural environment. The findings indicated that the most effective development projects could be carried out via PPPs if the government could focus on these important factors in the implementation process. The results will influence political development towards PPP and guide partners in developing public-private partnerships projects.
Go to article

Authors and Affiliations

Nguyen Quoc Toan
1
ORCID: ORCID
Dinh Tuan Hai
2
ORCID: ORCID

  1. Hanoi University of Civil Engineering, Faculty of Construction Economics and Management, No. 55 Giai Phong Street, Hai Ba Trung District, Hanoi, Vietnam
  2. Hanoi Architectural University, Faculty of Civil Engineering, Km 10, Nguyen Trai Street, Thanh Xuan District, Hanoi City, Vietnam
Download PDF Download RIS Download Bibtex

Abstract

The world has been implementing Building Information Modelling (BIM) successfully to construction projects from small to large scale. In Vietnam and many other countries, BIM is also widely applied in different fields of the construction industry. However, there are still many problems that need to be solved. One of those is to determine the necessary BIM competencies, thereby develop BIM personnel recruitment standards. The article identifies the competencies as well as evaluates their importance when supporting the recruitment of BIM personnel in construction enterprises in Vietnam. Through survey forms such as survey on online recruitment, expert interviews, and survey forms, the study is conducted with Likert scale, relative importance index (RII) for result analysis and ranking the importance of BIM competency for three distinct group of positions in Vietnam. With this result, the authors hope that the study will be an important reference, contributing to the development and concretization of the required competency criteria in the recruitment of BIM personnel in Vietnam and other similar countries.
Go to article

Authors and Affiliations

Pham Xuan Anh
1
ORCID: ORCID
Nguyen Quoc Toan
1
ORCID: ORCID
Tran Phuong Nam
1
ORCID: ORCID
Hoang Duy Long
1
ORCID: ORCID
Do Duc Thang
1
ORCID: ORCID

  1. Hanoi University of Civil Engineering, Faculty of Construction Economics and Management, No. 55 Giai Phong Street, Hai Ba Trung District, Hanoi, Vietnam

This page uses 'cookies'. Learn more