Site Investigation Using Engineering Geology Mapping and Geological Hazard Evaluation: Case Study of the New Hail Economic City, Hail Region, KSA

Author(s):  
Turki E. Al-Sehly ◽  
Ahmed M. Youssef ◽  
Abdulla A. Al-Otaibi ◽  
Hassan M. Al-Harbi
2021 ◽  
Vol 54 (2) ◽  
pp. qjegh2020-076
Author(s):  
M. R. Groves ◽  
J. S. Birnie ◽  
M. P. Creighton ◽  
D. P. Giles

This case study describes a proposed commercial redevelopment at Royal Tunbridge Wells, Kent. The site, located on the Tunbridge Wells Sand and Wadhurst Clay formations, has been affected by major structural faulting as well as by periglacial conditions during the Quaternary. A key aspect of the project was the development of a geological model to inform the engineering design. This study presents the ground model development process, starting with an appreciation of the macro geological setting, understanding the Quaternary landsystem, to focusing on the data from the intrusive ground investigation. The understanding of the primary sedimentary depositional system is critical to the development of a site geological conceptual model. Sediments from highly variable environments of deposition, such as were present in the Early Cretaceous, will present geotechnical and geohazard challenges to a site's development and this first-principles understanding is important in this process. The link from these fundamental geological principles to engineering design, communicated through the ground model, as demonstrated in this paper, is the requirement of the engineering geological appraisal. Locally complex geology demanded a phased site investigation approach, responding to an evolving design and to construction demands, and to meet defined programme requirements for a second-stage tender, to ultimately de-risk key areas with regard to the dynamic ground and groundwater conditions.Thematic collection: This article is part of the Ground models in engineering geology and hydrogeology collection available at: https://www.lyellcollection.org/cc/Ground-models-in-engineering-geology-and-hydrogeology


Author(s):  
P. Burris ◽  
C. D. Speed ◽  
A. E. Saich ◽  
S. Hughes ◽  
S. Cole ◽  
...  

Tunnelling for infrastructure developments within sections of Chalk below the water table creates suspended sediment, which may give rise to turbidity risks where tunnel alignments pass close to abstraction boreholes used for public water supply. In high-transmissivity zones in Chalk it is predicted that groundwater velocities within fractures are high enough to maintain continual suspension and transport of sediment. The assessment of risk from turbidity has been conceptually modelled in a manner akin to a source–pathway–receptor contaminant transport model. Turbidity characteristics in Chalk are described as well as turbidity effects upon public water supplies. Data from a case study of a proposed tunnelling project have been used in this study. Data acquired from the site investigation stage indicated that turbidity levels of over 4000 Nephelometric Turbidity Units (NTU) were created from drilling and abrading the Chalk, which may be a proxy for what occurs at tunnelling cutting faces. The sediment generated had a d80 particle passing size value of 10.5 µm and groundwater velocities in fractures were calculated to be c. 0.5 mm s−1; literature values suggest that higher velocities are attainable and therefore these values are considered sufficient for suspending the sediment. The conceptualization used information from hydrogeological, geotechnical, engineering and water-resource assessments. The risk assessment part of the model focuses on how turbidity could be released from tunnelling machinery in specific circumstances (the source term), how the continued suspension of sediment and movement within the aquifer (the pathway) could occur and assessment of consequences at the receptor. The conceptualization concludes that there is a plausible risk of turbidity pollution in the Chalk aquifer from tunnelling, with a discussion on further data acquisition and approaches to quantitative analysis and modelling.Thematic collection: This article is part of the Ground models in engineering geology and hydrogeology collection available at: https://www.lyellcollection.org/cc/Ground-models-in-engineering-geology-and-hydrogeology


2015 ◽  
Vol 36 (3) ◽  
pp. 308-323 ◽  
Author(s):  
Panchagnula Manjusree ◽  
Chandra Mohan Bhatt ◽  
Asiya Begum ◽  
Goru Srinivasa Rao ◽  
Veerubhotla Bhanumurthy

ce/papers ◽  
2018 ◽  
Vol 2 (2-3) ◽  
pp. 439-444
Author(s):  
Peter FREITAG ◽  
Eugen MARTAC ◽  
Thomas REICHENAUER

2018 ◽  
Vol 9 (2) ◽  
pp. 156
Author(s):  
K. Kanaga Sundara Satishwaran ◽  
M. Sivasubramanian ◽  
S. Aravind Raj

Author(s):  
A. Buda ◽  
S. Mauri

<p><strong>Abstract.</strong> Historic buildings are fragile systems to be managed and protected during time: in the task of heritage restoration, efficiency improvement interventions should enable a more sustainable building conservation and use. Such measures might be defined within the combination of building survey and energy performance simulation. A good knowledge of materials and physics characteristics is fundamental to weigh correctly any improvement intervention. This can be supported also by documentary research and diagnostics, to detect existing resources and conservation issues. However, how to match all collected qualitative and quantitative data with a building energy model is still an open question. Energy simulation alone gives a partial vision of heritage needs, excluding information which do not affect the thermal performance of the model; on the contrary, a whole building approach is necessary for defining restoration interventions. With the aim of suggesting a methodology to combine both fields of investigation, a case study has been chosen to our purpose: Giuseppe Terragni’s Casa del Fascio (1936). A multidisciplinary process with the combination of building survey, monitoring campaign, on-site investigation and energy modelling has been functional to the understanding of the real building needs and the definition of interventions. Furthermore, the analysis has given to the rediscover of Terragni’s microclimatic control system (not more existing), leading to the choice of reinventing - in a modern way – the existing devices (as curtains), well-balanced on building needs.</p>


2020 ◽  
pp. 0734242X2095283
Author(s):  
Manoochehr Mortazavi Chamchali ◽  
Akbar Ghazifard

The present study evaluated and selected the best location among susceptible landfill sites in Rudbar County using 27 criteria, as the maximum effective criteria, in the decision-making process. The emergence and comparison between the two methods of fuzzy and Technique for Order of Preference by Similarity to Ideal Solution (TOPSIS) with an engineering–geological approach have been conducted to obtain the best results. In this regard, inappropriate regions for landfill construction have been restricted after the conflation of two maps based on the restriction criteria. Then, the direction of prevailing winds and proper area for landfill construction was investigated for a 20-year perspective, and the regions that had more than 35-hectare area and were not located in the direction of the prevailing winds have been identified as responsive sites for landfill construction. Ultimately, selected susceptible regions were prioritized separately based on the TOPSIS and fuzzy methods. To ascertain the accuracy of the results and the reality of the resulted models, complementary field studies, geotechnical digging, and engineering–geological experiments have been used as verification parameters. According to the results of the verification, the fuzzy model having maximum matches with the verified data has been suggested for prioritizing susceptible regions.


2016 ◽  
Vol 216 ◽  
pp. 689-699 ◽  
Author(s):  
Margit Heinlaan ◽  
Marge Muna ◽  
Melanie Knöbel ◽  
David Kistler ◽  
Niksa Odzak ◽  
...  

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