Bulletin of Engineering Geology and the Environment
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Assessment of stability problems at southern engineered slopes along Mersin-Tarsus Motorway in Turkey
Bulletin of Engineering Geology and the Environment - Tập 74 - Trang 379-391 - 2014
This paper describes the cut slope stability problems of southern engineered slopes along 57 km long Mersin-Tarsus Motorway. While the northern slopes were slipping during and following construction, the stability problems occurred at southern slopes after heavy rains in December 2001. The most recent slope stability problem took place on chainage at the km 10+800 embankment on 9 April 2009. About...... hiện toàn bộ
The quaternary deposits of the Changjiang coastal plain (Shanghai area)
Bulletin of Engineering Geology and the Environment - Tập 46 Số 1 - Trang 9-25 - 1992
Investigating the effect of basalt fiber additive on the performance of clay barriers for radioactive waste disposals
Bulletin of Engineering Geology and the Environment - Tập 80 - Trang 2461-2472 - 2020
Radioactive materials are widely used in mining, manufacturing, medicine, and agricultural processes. The waste products from these materials are hazardous and should be appropriately dumped. As a result, a proper radiation shielding barrier is required to avoid the contamination of the surrounding environment. Clay soil is an efficient and eco-friendly radiation shielding material, which is commo...... hiện toàn bộ
Engineering geology investigations of a hazardous-waste landfill in West Central Illinois, USA
Bulletin of Engineering Geology and the Environment - - 1988
Estimation of rock joint diameter distribution using numerically generated joint center volume
Bulletin of Engineering Geology and the Environment - Tập 81 Số 7 - 2022
Temperature monitoring and sensitivity analysis of tunnel in swelling paleosol layer of the Chinese Loess Plateau
Bulletin of Engineering Geology and the Environment - - 2022
The high-temperature swelling and subfreezing frost heave of the tunnel surrounding soil are indispensable parts in analyzing the tunnel stability in swelling soil. In this paper, the physico-mechanical properties of paleosol and loess in the Loess Plateau were compared, and the temperature distribution of the surrounding soil and interior wall of the tunnel in the swelling paleosol layer was meas...... hiện toàn bộ
Geotechnical variability of the soils of Quito, Ecuador: a geodatabase study
Bulletin of Engineering Geology and the Environment - Tập 82 - Trang 1-20 - 2023
This paper presents a new geotechnical database for the soils of Quito, Ecuador. The geotechnical database is then used to investigate the best fit probability distributions for the key geotechnical parameters contained in the database. Using the Akaike information criteria for best fit selection, SPT (N), plasticity index, Vs30, peak friction angle (direct shear), and apparent cohesion (triaxial)...... hiện toàn bộ
Distributions of earth pressure and soil resistance on full buried single-row anti-sliding piles in loess slopes in northern Shaanxi based on in-situ model testing
Bulletin of Engineering Geology and the Environment - Tập 81 Số 3 - 2022
An integrated geomechanical model for a heterogeneous carbonate reservoir in SW Iran, using geomechanical unit concept
Bulletin of Engineering Geology and the Environment - Tập 81 - Trang 1-25 - 2022
Detailed subsurface modeling, help safe and cost-effective operations. The proposed model by integration of geological data, petrophysical data, and geomechanical model allowed for better reservoir characterization, development, and management. Well data such as leak-off test or mini-frac and image logs are found essential for constructing the geomechanical model. Since these data are rarely avail...... hiện toàn bộ
Assessment of dynamic site response of the peat deposits at an industrial site (Turkey) and comparison with some seismic design codes
Bulletin of Engineering Geology and the Environment - Tập 78 - Trang 2215-2235 - 2018
Peat is an organic soil type with properties of high compressibility and high water content. Peat deposits are often unsuitable for supporting structures of any kind due to their susceptibility to cause a number of geo-engineering problems, such as settlement, slope instability and soil amplification. There are peatlands in Turkey, although these are not so extensive as in other countries, such as...... hiện toàn bộ
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