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  • 1
    ISSN: 1432-0495
    Keywords: Geomorphology ; Geology ; Hydrology ; Groundwater ; Physical resources ; Badia ; Arid lands ; Sustainable development ; Natural resources
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Notes: Abstract This paper summarizes information on geomorphology and physical resources as a part of the Jordan Badia Research and Development Program. The research focused on the issue of the environment in arid lands as an aid to providing practical options for sustainable development, for the benefit not only of the Hashemite Kingdom of Jordan but of other arid regions of the world. The research is significant in that there is a need to identify usable natural resources and establish a framework for their effective exploitation and management in a marginal, fragile environment, which is sensitive to change. Pressure for development of the Badia stems from the fact that the great majority of the population in Jordan is compressed into less than 10% of the country by environmental constraints. It is hoped that the Jordan Badia Research and Development Program will provide the required framework to ease current environmental pressures, encourage migration to the Badia, a sparsely populated region, and establish economically and ecologically self-supporting communities. This paper discusses the following areas that are related to the sustainable development of the Jordan Badia with special emphasis on the Safawi area in the northern Jordan Badia; geomorphology, including landform, processes, and hazards; geology and physical resources; hydrology; surface water and water engineering; and groundwater.
    Type of Medium: Electronic Resource
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  • 2
    ISSN: 1432-0495
    Keywords: Key words Fill dike ; Laminated soft ground ; Staged construction ; Monitoring ; Pore-water pressure ; Settlement ; Consolidation rate ; Stability ; Undrained and drained analysis
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Notes: Abstract  An instrumented trial-fill dike was constructed on soft, laminated soils of the Lisan Peninsula foreshore of the Dead Sea. The earthwork had base dimensions of 180 m by approximately 70 m wide and was raised in two stages to a maximum height of 12.5 m above original ground level. The geotechnical data of the dike were monitored in order to: assess the short- and long-term strength of the foundation, obtain and analyze the pore-pressure response of the foundation soils for potential use in construction control, obtain data on embankment settlement in order to refine end-of-construction and post-construction settlement assessments, and optimize the height of the dike to be constructed by providing information on the construction sequence for use in calculation of capital costs and alternative layouts and dike heights. The successful completion of the trial dike has demonstrated that steep-side dikes up to 12.5 m high can be constructed rapidly on soft soils. The construction of the trial dike has therefore proved a very substantial benefit to the evaluation of the likely performance of a dike constructed along the Lisan shore. The key factor which made this fast construction possible was the unexpected, very rapid consolidation of the majority of the foundation soil which has been shown to occur. The principal observations from the trial dike were: (1) end of construction settlements may be calculated using drained stiffnesses where E′/su initial has a value of around 65; (2) post-construction settlements can be calculated using a coefficient of secondary compression, Cα equal to 0.015; (3) a rapid increase in undrained shear strength occurred when loading the soil up to a value of su equal to around 30 kPa. The value of su/σv′ was as high as 0.5 at this stage. With further loading the strength increase was more modest and su/σv fell to around 0.25 for a vertical effective stress of 160 kPa; (4) for the undrained stability analyses of the trial dike, the mean vane shear-strength profile provided an appropriate assessment of the short-term factor of safety against failure, 5) For the drained stability analyses of the trial dike, lower bound effective strength parameters for the foundation and embankment fill (c′=0, φ′=30° and c′=2 kN/m2, φ′=33°, respectively), combined with field measurements of end of construction pore water pressures provided an analysis which was broadly compatible with the undrained analysis; and (6) the trial dike has been stable, pre- and post-construction, because of the well drained nature of its foundation which prevented the build up of high pore water pressures and led to rapid consolidation.
    Type of Medium: Electronic Resource
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  • 3
    Electronic Resource
    Electronic Resource
    Springer
    Environmental geology 30 (1997), S. 198-208 
    ISSN: 1432-0495
    Keywords: Key words Deep aquifer ; Drawdown ; Transmissivity ; Storage coefficient ; Total dissolved solids ; Electrical conductance ; Sodium ions
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Notes: Abstract  This paper was mainly initiated to estimate some parameters of the quality and hydraulics of water in the vicinity of a proposed dam site in Jordan. The assessment of the chemical character was carried out to examine the suitability of the groundwater for domestic, municipal, industrial or irrigation use. Also, the anticipated problems associated with the quality of the reservoir water were delineated. Pumping tests were conducted at some wells that were drilled within the dam site zone and drawdown-time curves were constructed, by means of which the transmissivity and storage coefficients were assessed using two different methods. Total dissolved solids and electrical conductance were also measured and the relationship between them established. In addition, sodium ion concentrations at different piezometric tip elevations were measured in a number of wells that were previously drilled inside the dam site zone. This data indicates that the water quality as expressed in terms of total dissolved solids, electrical conductance, and sodium ion concentration limits do not comply with internationally recommended standards. The usage of this water for usual domestic purposes is therefore not viable, while the utilization of this water for irrigation purposes is very restricted.
    Type of Medium: Electronic Resource
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  • 4
    Electronic Resource
    Electronic Resource
    Springer
    Environmental geology 34 (1998), S. 59-69 
    ISSN: 1432-0495
    Keywords: Key words Classification System ; Landslides ; Stability class ; Geological and geotechnical parameters ; Hazard maps
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Notes: Abstract  The establishment of comprehensive development plans, in general, and the proper selection of highway routes, in particular, require an assessment of landslides or instability hazards in the project sites. The frequent landslides that occurred along the routes of major highways in Jordan, and particularly along the Amman-Na'ur-Dead Sea highway and Irbid-Jerash-Amman highway, have substantially increased the cost of construction and caused a considerable delay in the completion of work. The study of many landslides that occurred in the last 25 years along the highway routes and in the sites of some major civil engineering projects in Jordan has led to the recognition of major factors that affect the stability of slopes, and thus the safety and economics of these projects. The geological formation, structural features, topographic characteristics, geometry, and climatic conditions were adopted as the basis for the classification of terrains in terms of their stability. Each factor has been assigned a rating to indicate its relative contribution to the overall stability according to engineering judgment and past experience. The areas have been classified into 5 groups according to their total stability rate. The simplicity, comprehensiveness, and accuracy are the main characteristics of the proposed classification. Its significance stems from its helpfulness as a guide to the geotechnical and highway engineers in assessing the overall stability of the alternative routes of proposed highway projects.
    Type of Medium: Electronic Resource
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  • 5
    Electronic Resource
    Electronic Resource
    Springer
    Environmental geology 37 (1999), S. 317-325 
    ISSN: 1432-0495
    Keywords: Key words Slope instabilities ; Highways ; Rainfall characteristics ; Surface and subsurface flow ; Watershed characteristics ; Hydrological and hydraulic analysis ; Remedial drainage works
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Notes: Abstract  During and after the very wet 1991/1992 winter experienced in Jordan, significant instabilities occurred in several sections of the new Irbid–Amman Highway in Jordan. A potential impact of surface and subsurface flow on the failed areas was noted. This paper is concerned with a hydrological study of the Irbid–Amman Highway, including watershed characteristics, hydrological data analysis, and hydraulic analysis of remedial works to failed areas and other parts of the highway drainage to minimize the impact of surface runoff and the effects of subsurface water with respect to the stability of the upslope and to limit the porewater pressure within the road formation. The study shows that the culvert capacity and the discharge velocity of the cross-highway drainage are deficient. Recommendations (e.g. gabion cascades) are therefore suggested to reduce drainage to the cross highway drainage structures. Grouting is suggested to stabilize the embankments above the inlets to culverts. Remedial drainage works are suggested for each major failed area. These include: culverts, table drain, drainage blanket beneath road formation, cut-off drains above cuttings, subsurface drains into the cut in the vicinity of springs, curtain drain beneath the lined table drain, and others.
    Type of Medium: Electronic Resource
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  • 6
    ISSN: 1432-0495
    Keywords: Surface water ; Runoff coefficient ; Runoff volumes ; Soil Conservation Service ; Hydrology ; Flood frequency ; Safawi
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Notes: Abstract With the increase in population of developing and under developed countries, and with the availability of water resources strained and in many areas deficient, it is quite evident that water conservation and distribution programs need to be adopted on a scale far greater than any yet in use. This requires a more detailed evaluation and development of any water resource. In this study, the geology and geomorphology of the Safawi area northeast of Jordan and the climatic conditions were evaluated as an aid in determining the potential for the collection of surface water. The runoff coefficient, flood frequency, and runoff volumes from some selected valleys were determined through the use of the Soil Conservation Service (SCS) method and other known techniques. The results of this study indicated that the collection of surface water in this arid region is feasible. Estimates were made for the runoff coefficient and annual runoff volumes through the application of the accepted hydraulic engineering methods.
    Type of Medium: Electronic Resource
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  • 7
    ISSN: 1432-0495
    Keywords: Key words Arid lands ; Sustainable development ; Natural resources ; Management ; Geological setting ; Surficial geology ; Land systems ; Landsat images ; Surface water hydrology ; Drainage network ; Field experiments ; Infiltration characteristics
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Notes: Abstract  This paper summarizes the information on the geology and natural resources of the Jordan Badia Research and Development Programme. The research focused on the issue of the environment in arid lands as an aid to provide practical options for sustainable development. This paper presents results of field studies in the following areas related to the sustainable development of the Safawi area in the northern Jordan Badia; geomorphology, including landform, soil, lands, processes and hazards, geology and physical resources and surface water hydrology. Tertiary-Quaternary continental basalt flows and tuffs cover approximately 11 000 km2, the majority of the Safawi area. In addition to extensive basalt lava flows, the programme area includes a variety of geological outcrops and potential sources of economic products that include the following: Tuff/Scoria, Zeolite/Olivine, Porcellanite, potential sources of aggregate/construction materials, ornamental stone, building stone, basalt for manufacturing of rock wool, and materials suitable for producing lightweight aggregate. The whole of the eastern Badia exhibits major fault systems, many of which were identified from Landsat TM images. The system of wadis which drains the Badia is extensive, with the general flow from the north to the south and south-west. A noticeable geomorphic surficial deposit occuring throughout much of the Badia is fine-grained, water-lain sediments that vary in size and character. The local designation for the fine sediment deposits is Qaa. An MSS scene for the area under consideration has been studied. Twelve major geomorphic subdivisions or zones can be identified. Individual land system units have been identified by traversing the programme area. Key sites have been visited based on Landsat TM image interpretation. To a large extent, key areas were subdivided after their initial identification on the Landsat scene and corroboration in the field. The surface drainage of the Badia region can be broadly divided into wadi systems, areas of distinct channelized flow, and Qaa, predominantly fine-grained sedimentary basins of low relief. Spatial variability in infiltration rates across the wadi-Qaa system were determined from field experiments. Infiltration rates were found to be medium-high in the wadi channels but decrease rapidly for the Qaa materials. Apparently runoff from wadi side slopes will be high, and water storage occurs along the wadi channels while ponding occurs in the Qaa areas.
    Type of Medium: Electronic Resource
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  • 8
    ISSN: 1432-0495
    Keywords: Key words Landslides ; Cut slopes ; Weak soil ; Piezometric surface ; Shear strength parameters ; Stability analysis
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Notes: Abstract  Several cases of instability of cut slopes along major highways in Jordan were reviewed in this study, in some detail. Emphasis was placed on the Amman-Irbid highway, but some cases along the Na'ur-Dead Sea highway were also reviewed, with the aim of establishing a wider database of case-studies and examining all possible mechanisms and factors influencing stability. The study showed that major cut slope failures were caused by the presence of weak cohesive layers (mainly clayey marl) interbedded within mostly stronger formations, in addition to the steep cutting angles and unfavorable dip of strata combined with relatively high piezometric surface brought about by poor surface and subsurface drainage. No remedies were implemented to stabilize major cut slope failures (at km 39+200, 44+300, and 56+400) along the Irbid-Jerash-Amman highway. The three major cut slope failures require extensive remedial work and probably advanced geotechnology, which is expected to be expensive. To investigate the influence of various parameters on slope stability, several analyses were performed in addition to back analyses to determine shear strength parameters; parametric sensitivity studies were also performed on some cases. Data was obtained from previous investigations by local and international firms and were screened and modified where needed before being used in stability analyses. Considerable difference between back analysis and test result values for shear strength parameters were observed in many cases. Failure surfaces and mechanisms were accurately depicted in most cases, allowing back analyses to be performed with considerable confidence. The effective residual shear strength parameters for clayey marl needed for stability analysis were found to be: c r ′=5–18 kPa, and φ r ′=13°–18°. The relation between total annual rainfall and occurrence of landslides was investigated; it was shown that all landslides occurred in years of very high rainfall, with values always exceeding 400 mm. The probability of exceeding the average total annual rainfall was found to be approximately 0.42 for the three gauging stations considered.
    Type of Medium: Electronic Resource
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  • 9
    Electronic Resource
    Electronic Resource
    Springer
    Environmental geology 39 (1999), S. 75-89 
    ISSN: 1432-0495
    Keywords: Key words Cut slopes ; Embankments ; Geotechnical data ; Failure potential ; Expert system
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Notes: Abstract  An expert system is developed for evaluating failure potential of cut slopes and embankments. The fuzzy sets theory is used with the modified Monte Carlo simulation technique to obtain the Slope Failure Potential Index (SFPI) incorporating factors affecting slope stability, such as geology, topography, geomorphology, precipitation, vegetation and drainage conditions. The developed Cut Slopes and Embankments Expert System (CSEES) includes a classification system for evaluating failure potential of cut slopes and embankments, and a data bank on landslides in Jordan. The proposed classification system and slope failure-potential method proved to be successful for the areas that experienced landslides in the past. The expert system can be used directly for areas with the same geological formations as those areas in which landslides occurred in the past and can be used for areas with other geological formations by modifying the rock type or foundation-material type factor incorporated in the expert system.
    Type of Medium: Electronic Resource
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  • 10
    ISSN: 1432-0495
    Keywords: Key words Earthquakes ; Accelerations ; Earth slopes ; Expert system ; Landslides ; Hazard maps
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Notes: Abstract  Different models were developed for evaluating the probabilistic three-dimensional (3-D) stability analysis of earth slopes and embankments under earthquake loading using both the safety factor and the displacement criteria of slope failure. In the 3-D analysis, the critical and total slope widths become two new and important parameters. The probabilistic models evaluate the probability of failure under seismic loading and consider the different sources of uncertainties involved in the problem, i.e. uncertainties stemming from the discrepancies between laboratory-measured and in situ values of shear strength parameters, randomness of earthquake occurrence, and earthquake-induced acceleration. The models also take into consideration the spatial variabilities and correlations of soil properties. The developed models are incorporated in a computer program, PTDDSSA (probabilistic three-dimensional dynamic slope stability analysis). These developed analysis/design procedures are incorporated within a code named SARETL (stability analysis and remediation of earthquake-triggered landslides) that was developed in this study for stability analysis and remediation of earthquake-triggered landslides. In addition to the dynamic inertia forces; the developed system takes into consideration the local site effects. The code is capable of: 1. Prediction of permanent deformations that result from landslides under seismic loading using both probabilistic and deterministic approaches. 2. The assessment of landslide hazard that affects major transportation routes in the event of earthquakes, and the preparation of earthquake-induced landslide hazard maps (i.e. maps that show expected displacements and probability of slope/embankments failure) for different earthquakes magnitudes and environmental conditions. 3. Proposing a mitigation strategy against landslides and suggesting guidelines for remedial measures. The developed expert system is applied to a major highway case study. Design maps are developed for the highway under seismic loading.
    Type of Medium: Electronic Resource
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